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This document contains 5 sections summarizing flow conditions in a drain at different kilometer points. Each section includes parameters such as discharge, bed level, flow depth, area, velocity, water surface slope, and tailwater elevation. The tailwater elevations are calculated and carry over between sections, with small differences indicating steady uniform flow is maintained in the drain.
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0 ratings0% found this document useful (0 votes)
58 views101 pagesTels
This document contains 5 sections summarizing flow conditions in a drain at different kilometer points. Each section includes parameters such as discharge, bed level, flow depth, area, velocity, water surface slope, and tailwater elevation. The tailwater elevations are calculated and carry over between sections, with small differences indicating steady uniform flow is maintained in the drain.
Uploaded by
S N satyanarayanaCopyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLS, PDF, TXT or read online on Scribd
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FLOW CONDITIONS IN DRAIN
Hps of Left connectivities-Package-65
FLOW CONDITION AT KM 1.423 1 - 1.
COEFFICIENT OF RUGOSITY (n) 0.0180
DISCHARGE (Q) ( in Cumecs) 611.000
BED LEVEL (BL) 32.690
SIDE SLOPE (s) both sides 1
Berm width on both sides 3.000
BED WIDTH (B) ( in mtrs) 96.690
FSD UPTO BERM 5.000
FSD ABOVE BERM 3.400
FLOW DEPTH (D) ( in mtrs) 8.400 MFL + 41.090
MFL 41.090 1.0 :1 8.400
AREA = (B+sD)D ( in Sqm) 869.156 BL + 32.690
VELOCITY (V ) = Q / A ( in m/s) 0.703 96.690 m
1
VEL. HEAD = V2 / 2g (in mtrs) 0.025
TEL @ 1-1 = MFL + VEL. HEAD 41.115
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 126.449
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.874
4/3
SURFACE SLOPE (S) = V2 2 n / R 0.000012 81622.918
FLOW CONDITION AT km.1.225 - DS 2 - 2.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 198.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.000
SIDE SLOPE (s)-Right 1.000
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.605
FLOW DEPTH (D) ( in mtrs) 9.605 MFL + 41.069
MFL 41.069 9.605
AREA = (B+sD)D ( in Sqm) 554.086 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.103 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.062
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 83.167
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.662
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000031
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.011
2 1
FRICTION LOSS (H ) ( in mtrs) 0.004
f
TEL wrt MFL = MFL + VEL HEAD 41.131
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.131 0.000 <---- Diff in TELs
FLOW CONDITION AT km.1.225 - US 3 - 3.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.000
SIDE SLOPE (s)-Right 1.000
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.624
FLOW DEPTH (D) ( in mtrs) 9.624 MFL + 41.088
MFL 41.088 9.624
AREA = (B+sD)D ( in Sqm) 555.325 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.100 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.062
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 83.221
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.673
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000031
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.019
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.150
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.150 0.000 <---- Diff in TELs
FLOW CONDITION AT km.1.200 -DS 4 - 4.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 25.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.000
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.465
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.619
FLOW DEPTH (D) ( in mtrs) 9.619 MFL + 41.084
MFL 41.084 9.619
AREA = (B+sD)D ( in Sqm) 529.558 BL + 31.465
VELOCITY (V ) = Q / A ( in m/s) 1.154 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.068
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 77.358
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.846
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000033
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.002
2 1
2 1
FRICTION LOSS (H ) ( in mtrs) 0.001
f
TEL wrt MFL = MFL + VEL HEAD 41.152
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.152 0.000 <---- Diff in TELs
FLOW CONDITION AT km.1.200 -US 5 - 5.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.000
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.465
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.951
FLOW DEPTH (D) ( in mtrs) 9.951 MFL + 41.416
MFL 41.416 9.951
AREA = (B+sD)D ( in Sqm) 549.537 BL + 31.465
VELOCITY (V ) = Q / A ( in m/s) 1.112 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.063
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 78.198
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.027
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000030
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.327
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.479
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.479 0.000 <---- Diff in TELs
FLOW CONDITION AT km.1.000 -DS 6 - 6.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 200.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.000
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.471
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.958
FLOW DEPTH (D) ( in mtrs) 9.958 MFL + 41.429
MFL 41.429 9.958
AREA = (B+sD)D ( in Sqm) 549.965 BL + 31.471
VELOCITY (V ) = Q / A ( in m/s) 1.111 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.063
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 78.216
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.031
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000030
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.006
f
TEL wrt MFL = MFL + VEL HEAD 41.492
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.485 -0.007 <---- Diff in TELs
FLOW CONDITION AT km.1.000 -US 7 - 7.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.000
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.958
FLOW DEPTH (D) ( in mtrs) 9.958 MFL + 41.422
MFL 41.422 9.958
AREA = (B+sD)D ( in Sqm) 549.965 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.111 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.063
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 78.216
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.031
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000030
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.485
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.492 0.007 <---- Diff in TELs
FLOW CONDITION AT km.0.975 -DS 8 - 8.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 25.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.000
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 590.178 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.035 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.055
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 88.061
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.702
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000027
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.002
2 1
FRICTION LOSS (H ) ( in mtrs) 0.001
f
TEL wrt MFL = MFL + VEL HEAD 41.485
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.488 0.003 <---- Diff in TELs
FLOW CONDITION AT km.0.975 -US 9 - 9.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.000
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 590.178 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.035 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.055
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 88.061
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.702
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000027
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.485
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.485 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.875 -DS 10 - 10.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 100.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.000
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 590.178 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.035 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.055
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 88.061
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.702
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000027
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.003
f
TEL wrt MFL = MFL + VEL HEAD 41.485
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.487 0.002 <---- Diff in TELs
FLOW CONDITION AT km.0.875 -US 11 - 11.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.000
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 590.178 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.035 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.055
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 88.061
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.702
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000027
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.485
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.485 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.850 -DS 12 - 12.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 25.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 562.864 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.086 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.060
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 82.109
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.855
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000029
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.002
2 1
FRICTION LOSS (H ) ( in mtrs) 0.001
f
TEL wrt MFL = MFL + VEL HEAD 41.490
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.487 -0.003 <---- Diff in TELs
FLOW CONDITION AT km.0.850 -US 13 - 13.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 562.864 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.086 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.060
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 82.109
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.855
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000029
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.490
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.490 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.775 -DS 14 - 14.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 75.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 562.864 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.086 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.060
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 82.109
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.855
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000029
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
2 1
FRICTION LOSS (H ) ( in mtrs) 0.002
f
TEL wrt MFL = MFL + VEL HEAD 41.490
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.492 0.002 <---- Diff in TELs
FLOW CONDITION AT km.0.775 -US 14 - 14.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 562.864 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.086 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.060
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 82.109
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.855
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000029
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.490
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.490 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.750 -DS 15 - 15.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 25.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 602.593 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.014 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.052
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 91.933
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.555
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000027
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.002
2 1
FRICTION LOSS (H ) ( in mtrs) 0.001
f
TEL wrt MFL = MFL + VEL HEAD 41.482
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.493 0.011 <---- Diff in TELs
FLOW CONDITION AT km.0.750 -US 15 - 15.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 602.593 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.014 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.052
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 91.933
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.555
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000027
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.482
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.482 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.675 -DS 16 - 16.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 75.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 602.593 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.014 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.052
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 91.933
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.555
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000027
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.002
f
TEL wrt MFL = MFL + VEL HEAD 41.482
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.485 0.003 <---- Diff in TELs
FLOW CONDITION AT km.0.675 -US 17 - 17.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 602.593 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.014 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.052
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 91.933
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.555
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000027
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.482
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.482 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.650 -DS 18 - 18.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 25.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 36.600
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 469.048 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.303 36.600 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.086
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 78.533
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 5.973
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000051
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.010
2 1
FRICTION LOSS (H ) ( in mtrs) 0.001
f
TEL wrt MFL = MFL + VEL HEAD 41.517
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.494 -0.023 <---- Diff in TELs
FLOW CONDITION AT km.0.650 -US 19 - 19.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 36.600
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 469.048 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.303 36.600 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.086
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 78.533
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 5.973
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000051
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.517
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.517 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.000 -DS 20 - 20.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 50.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 36.600
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 469.048 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.303 36.600 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.086
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 78.533
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 5.973
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000051
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.003
f
TEL wrt MFL = MFL + VEL HEAD 41.517
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.519 0.002 <---- Diff in TELs
FLOW CONDITIONS IN DRAIN
Hps of Left connectivities-Package-65
FLOW CONDITION AT KM 1.225 1 - 1.
COEFFICIENT OF RUGOSITY (n) 0.0180
DISCHARGE (Q) ( in Cumecs) 611.000
BED LEVEL (BL) 31.464
SIDE SLOPE (s) both sides 1
Berm width on both sides 3.000
BED WIDTH (B) ( in mtrs) 50.000
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.600
FLOW DEPTH (D) ( in mtrs) 9.600 MFL + 41.064
MFL 41.064 1.0 :1 9.600
AREA = (B+sD)D ( in Sqm) 553.760 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.103 50.000 m
1
VEL. HEAD = V2 / 2g (in mtrs) 0.062
TEL @ 1-1 = MFL + VEL. HEAD 41.126
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 83.153
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.660
4/3
SURFACE SLOPE (S) = V2 2 n / R 0.000031 31764.448
FLOW CONDITION AT km.1.200 - DS 2 - 2.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 25.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.000
SIDE SLOPE (s)-Right 1.000
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.465
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.600
FLOW DEPTH (D) ( in mtrs) 9.600 MFL + 41.065
MFL 41.065 9.600
AREA = (B+sD)D ( in Sqm) 553.757 BL + 31.465
VELOCITY (V ) = Q / A ( in m/s) 1.103 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.062
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 83.153
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.660
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000031
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.001
f
TEL wrt MFL = MFL + VEL HEAD 41.127
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.127 0.000 <---- Diff in TELs
FLOW CONDITION AT km.1.200 - US 3 - 3.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.000
SIDE SLOPE (s)-Right 1.000
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.465
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.600
FLOW DEPTH (D) ( in mtrs) 9.600 MFL + 41.065
MFL 41.065 9.600
AREA = (B+sD)D ( in Sqm) 553.757 BL + 31.465
VELOCITY (V ) = Q / A ( in m/s) 1.103 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.062
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 83.153
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.660
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000031
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.127
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.127 0.000 <---- Diff in TELs
FLOW CONDITION AT km.1.000 -DS 4 - 4.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 200.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.000
SIDE SLOPE (s)-Right 1.000
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.471
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.600
FLOW DEPTH (D) ( in mtrs) 9.600 MFL + 41.071
MFL 41.071 9.600
AREA = (B+sD)D ( in Sqm) 553.761 BL + 31.471
VELOCITY (V ) = Q / A ( in m/s) 1.103 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.062
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 83.153
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.660
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000031
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
2 1
FRICTION LOSS (H ) ( in mtrs) 0.006
f
TEL wrt MFL = MFL + VEL HEAD 41.133
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.133 0.000 <---- Diff in TELs
FLOW CONDITION AT km.1.000 -US 5 - 5.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.000
SIDE SLOPE (s)-Right 1.000
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.471
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.600
FLOW DEPTH (D) ( in mtrs) 9.600 MFL + 41.071
MFL 41.071 9.600
AREA = (B+sD)D ( in Sqm) 553.756 BL + 31.471
VELOCITY (V ) = Q / A ( in m/s) 1.103 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.062
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 83.153
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.660
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000031
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.133
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.133 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.975 -DS 6 - 6.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 25.000
COEFFICIENT OF RUGOSITY (n) 0.030
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.000
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.472
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.604
FLOW DEPTH (D) ( in mtrs) 9.604 MFL + 41.076
MFL 41.076 9.604
AREA = (B+sD)D ( in Sqm) 565.536 BL + 31.472
VELOCITY (V ) = Q / A ( in m/s) 1.080 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.059
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 86.894
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.508
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000086
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.001
2 1
FRICTION LOSS (H ) ( in mtrs) 0.001
f
TEL wrt MFL = MFL + VEL HEAD 41.135
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.135 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.975 -US 7 - 7.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.030
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.000
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.612
FLOW DEPTH (D) ( in mtrs) 9.612 MFL + 41.076
MFL 41.076 9.612
AREA = (B+sD)D ( in Sqm) 566.084 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.079 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.059
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 86.920
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.513
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000086
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.135
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.135 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.775 -DS 8 - 8.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 200.000
COEFFICIENT OF RUGOSITY (n) 0.030
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.000
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.485
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.608
FLOW DEPTH (D) ( in mtrs) 9.608 MFL + 41.093
MFL 41.093 9.608
AREA = (B+sD)D ( in Sqm) 565.810 BL + 31.485
VELOCITY (V ) = Q / A ( in m/s) 1.080 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.059
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 86.907
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.510
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000086
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.017
f
TEL wrt MFL = MFL + VEL HEAD 41.152
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.152 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.775 -US 9 - 9.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.030
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.000
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.485
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.608
FLOW DEPTH (D) ( in mtrs) 9.608 MFL + 41.093
MFL 41.093 9.608
AREA = (B+sD)D ( in Sqm) 565.810 BL + 31.485
VELOCITY (V ) = Q / A ( in m/s) 1.080 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.059
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 86.907
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.510
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000086
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.152
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.152 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.750 -DS 10 - 10.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 25.000
COEFFICIENT OF RUGOSITY (n) 0.030
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.487
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.611
FLOW DEPTH (D) ( in mtrs) 9.611 MFL + 41.098
MFL 41.098 9.611
AREA = (B+sD)D ( in Sqm) 577.606 BL + 31.487
VELOCITY (V ) = Q / A ( in m/s) 1.058 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.057
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 90.653
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.372
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000085
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.001
2 1
FRICTION LOSS (H ) ( in mtrs) 0.002
f
TEL wrt MFL = MFL + VEL HEAD 41.155
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.155 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.750 -US 11 - 11.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.030
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.487
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.611
FLOW DEPTH (D) ( in mtrs) 9.611 MFL + 41.098
MFL 41.098 9.611
AREA = (B+sD)D ( in Sqm) 577.606 BL + 31.487
VELOCITY (V ) = Q / A ( in m/s) 1.058 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.057
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 90.653
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.372
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000085
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.155
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.155 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.00 -DS 12 - 12.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 750.000
COEFFICIENT OF RUGOSITY (n) 0.030
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.408
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.755
FLOW DEPTH (D) ( in mtrs) 9.755 MFL + 41.163
MFL 41.163 9.755
AREA = (B+sD)D ( in Sqm) 587.693 BL + 31.408
VELOCITY (V ) = Q / A ( in m/s) 1.040 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.055
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 91.172
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.446
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000081
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.001
2 1
FRICTION LOSS (H ) ( in mtrs) 0.062
f
TEL wrt MFL = MFL + VEL HEAD 41.218
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.218 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.850 -US 13 - 13.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 562.864 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.086 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.060
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 82.109
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.855
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000029
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.001
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.490
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.220 -0.270 <---- Diff in TELs
FLOW CONDITION AT km.0.775 -DS 14 - 14.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 75.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 562.864 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.086 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.060
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 82.109
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.855
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000029
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
2 1
FRICTION LOSS (H ) ( in mtrs) 0.002
f
TEL wrt MFL = MFL + VEL HEAD 41.490
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.492 0.002 <---- Diff in TELs
FLOW CONDITION AT km.0.775 -US 14 - 14.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 562.864 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.086 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.060
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 82.109
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.855
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000029
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.490
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.490 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.750 -DS 15 - 15.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 25.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 602.593 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.014 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.052
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 91.933
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.555
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000027
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.002
2 1
FRICTION LOSS (H ) ( in mtrs) 0.001
f
TEL wrt MFL = MFL + VEL HEAD 41.482
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.493 0.011 <---- Diff in TELs
FLOW CONDITION AT km.0.750 -US 15 - 15.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 602.593 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.014 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.052
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 91.933
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.555
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000027
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.482
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.482 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.675 -DS 16 - 16.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 75.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 602.593 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.014 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.052
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 91.933
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.555
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000027
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.002
f
TEL wrt MFL = MFL + VEL HEAD 41.482
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.485 0.003 <---- Diff in TELs
FLOW CONDITION AT km.0.675 -US 17 - 17.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 602.593 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.014 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.052
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 91.933
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.555
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000027
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.482
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.482 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.650 -DS 18 - 18.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 25.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 36.600
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 469.048 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.303 36.600 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.086
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 78.533
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 5.973
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000051
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.010
2 1
FRICTION LOSS (H ) ( in mtrs) 0.001
f
TEL wrt MFL = MFL + VEL HEAD 41.517
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.494 -0.023 <---- Diff in TELs
FLOW CONDITION AT km.0.650 -US 19 - 19.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 36.600
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 469.048 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.303 36.600 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.086
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 78.533
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 5.973
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000051
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.517
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.517 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.000 -DS 20 - 20.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 50.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 36.600
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 469.048 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.303 36.600 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.086
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 78.533
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 5.973
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000051
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.003
f
TEL wrt MFL = MFL + VEL HEAD 41.517
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.519 0.002 <---- Diff in TELs
FLOW CONDITIONS IN DRAIN
Hps of Left connectivities-Package-65
FLOW CONDITION AT KM 1.225 1 - 1.
COEFFICIENT OF RUGOSITY (n) 0.0180
DISCHARGE (Q) ( in Cumecs) 611.000
BED LEVEL (BL) 31.464
SIDE SLOPE (s) both sides 1
Berm width on both sides 3.000
BED WIDTH (B) ( in mtrs) 55.000
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.600
FLOW DEPTH (D) ( in mtrs) 9.600 MFL + 41.064
MFL 41.064 1.0 :1 9.600
AREA = (B+sD)D ( in Sqm) 601.760 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.015 55.000 m
1
VEL. HEAD = V2 / 2g (in mtrs) 0.053
TEL @ 1-1 = MFL + VEL. HEAD 41.117
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 88.153
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.826
4/3
SURFACE SLOPE (S) = V2 2 n / R 0.000026 38767.531
FLOW CONDITION AT km.1.200 - DS 2 - 2.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 25.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 55.000
SIDE SLOPE (s)-Left 1.000
SIDE SLOPE (s)-Right 1.000
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.465
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.600
FLOW DEPTH (D) ( in mtrs) 9.600 MFL + 41.065
MFL 41.065 9.600
AREA = (B+sD)D ( in Sqm) 601.756 BL + 31.465
VELOCITY (V ) = Q / A ( in m/s) 1.015 55.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.053
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 88.153
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.826
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000026
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.001
f
TEL wrt MFL = MFL + VEL HEAD 41.117
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.117 0.000 <---- Diff in TELs
FLOW CONDITION AT km.1.200 - US 3 - 3.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 55.000
SIDE SLOPE (s)-Left 1.000
SIDE SLOPE (s)-Right 1.000
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.465
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.600
FLOW DEPTH (D) ( in mtrs) 9.600 MFL + 41.065
MFL 41.065 9.600
AREA = (B+sD)D ( in Sqm) 601.756 BL + 31.465
VELOCITY (V ) = Q / A ( in m/s) 1.015 55.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.053
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 88.153
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.826
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000026
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.117
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.117 0.000 <---- Diff in TELs
FLOW CONDITION AT km.1.000 -DS 4 - 4.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 200.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 55.000
SIDE SLOPE (s)-Left 1.000
SIDE SLOPE (s)-Right 1.000
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.471
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.599
FLOW DEPTH (D) ( in mtrs) 9.599 MFL + 41.070
MFL 41.070 9.599
AREA = (B+sD)D ( in Sqm) 601.690 BL + 31.471
VELOCITY (V ) = Q / A ( in m/s) 1.015 55.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.053
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 88.150
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.826
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000026
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
2 1
FRICTION LOSS (H ) ( in mtrs) 0.005
f
TEL wrt MFL = MFL + VEL HEAD 41.123
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.123 0.000 <---- Diff in TELs
FLOW CONDITION AT km.1.000 -US 5 - 5.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 55.000
SIDE SLOPE (s)-Left 1.000
SIDE SLOPE (s)-Right 1.000
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.471
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.600
FLOW DEPTH (D) ( in mtrs) 9.600 MFL + 41.071
MFL 41.071 9.600
AREA = (B+sD)D ( in Sqm) 601.756 BL + 31.471
VELOCITY (V ) = Q / A ( in m/s) 1.015 55.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.053
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 88.153
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.826
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000026
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.123
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.123 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.975 -DS 6 - 6.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 25.000
COEFFICIENT OF RUGOSITY (n) 0.030
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 55.000
SIDE SLOPE (s)-Left 1.000
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.472
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.602
FLOW DEPTH (D) ( in mtrs) 9.602 MFL + 41.074
MFL 41.074 9.602
AREA = (B+sD)D ( in Sqm) 613.445 BL + 31.472
VELOCITY (V ) = Q / A ( in m/s) 0.996 55.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.051
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 91.890
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.676
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000071
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.001
2 1
FRICTION LOSS (H ) ( in mtrs) 0.001
f
TEL wrt MFL = MFL + VEL HEAD 41.125
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.125 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.975 -US 7 - 7.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.030
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 55.000
SIDE SLOPE (s)-Left 1.000
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.611
FLOW DEPTH (D) ( in mtrs) 9.611 MFL + 41.075
MFL 41.075 9.611
AREA = (B+sD)D ( in Sqm) 614.098 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 0.995 55.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.050
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 91.918
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.681
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000071
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.125
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.125 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.775 -DS 8 - 8.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 200.000
COEFFICIENT OF RUGOSITY (n) 0.030
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 55.000
SIDE SLOPE (s)-Left 1.000
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.485
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.604
FLOW DEPTH (D) ( in mtrs) 9.604 MFL + 41.089
MFL 41.089 9.604
AREA = (B+sD)D ( in Sqm) 613.590 BL + 31.485
VELOCITY (V ) = Q / A ( in m/s) 0.996 55.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.051
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 91.896
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.677
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000071
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.014
f
TEL wrt MFL = MFL + VEL HEAD 41.140
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.140 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.775 -US 9 - 9.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.030
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 55.000
SIDE SLOPE (s)-Left 1.000
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.485
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.604
FLOW DEPTH (D) ( in mtrs) 9.604 MFL + 41.089
MFL 41.089 9.604
AREA = (B+sD)D ( in Sqm) 613.590 BL + 31.485
VELOCITY (V ) = Q / A ( in m/s) 0.996 55.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.051
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 91.896
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.677
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000071
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.140
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.140 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.750 -DS 10 - 10.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 25.000
COEFFICIENT OF RUGOSITY (n) 0.030
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 55.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.487
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.606
FLOW DEPTH (D) ( in mtrs) 9.606 MFL + 41.093
MFL 41.093 9.606
AREA = (B+sD)D ( in Sqm) 625.289 BL + 31.487
VELOCITY (V ) = Q / A ( in m/s) 0.977 55.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.049
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 95.635
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.538
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000070
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.001
2 1
FRICTION LOSS (H ) ( in mtrs) 0.002
f
TEL wrt MFL = MFL + VEL HEAD 41.142
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.142 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.750 -US 11 - 11.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.030
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 55.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.487
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.606
FLOW DEPTH (D) ( in mtrs) 9.606 MFL + 41.093
MFL 41.093 9.606
AREA = (B+sD)D ( in Sqm) 625.289 BL + 31.487
VELOCITY (V ) = Q / A ( in m/s) 0.977 55.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.049
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 95.635
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.538
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000070
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.142
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.142 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.00 -DS 12 - 12.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 750.000
COEFFICIENT OF RUGOSITY (n) 0.030
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 55.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.408
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.739
FLOW DEPTH (D) ( in mtrs) 9.739 MFL + 41.147
MFL 41.147 9.739
AREA = (B+sD)D ( in Sqm) 635.255 BL + 31.408
VELOCITY (V ) = Q / A ( in m/s) 0.962 55.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.047
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 96.114
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.609
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000067
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.052
f
TEL wrt MFL = MFL + VEL HEAD 41.194
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.194 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.850 -US 13 - 13.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 562.864 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.086 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.060
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 82.109
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.855
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000029
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.004
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.490
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.198 -0.292 <---- Diff in TELs
FLOW CONDITION AT km.0.775 -DS 14 - 14.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 75.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 562.864 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.086 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.060
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 82.109
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.855
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000029
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
2 1
FRICTION LOSS (H ) ( in mtrs) 0.002
f
TEL wrt MFL = MFL + VEL HEAD 41.490
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.492 0.002 <---- Diff in TELs
FLOW CONDITION AT km.0.775 -US 14 - 14.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 562.864 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.086 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.060
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 82.109
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.855
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000029
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.490
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.490 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.750 -DS 15 - 15.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 25.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 602.593 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.014 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.052
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 91.933
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.555
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000027
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.002
2 1
FRICTION LOSS (H ) ( in mtrs) 0.001
f
TEL wrt MFL = MFL + VEL HEAD 41.482
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.493 0.011 <---- Diff in TELs
FLOW CONDITION AT km.0.750 -US 15 - 15.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 602.593 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.014 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.052
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 91.933
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.555
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000027
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.482
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.482 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.675 -DS 16 - 16.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 75.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 602.593 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.014 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.052
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 91.933
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.555
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000027
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.002
f
TEL wrt MFL = MFL + VEL HEAD 41.482
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.485 0.003 <---- Diff in TELs
FLOW CONDITION AT km.0.675 -US 17 - 17.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 602.593 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.014 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.052
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 91.933
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.555
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000027
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.482
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.482 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.650 -DS 18 - 18.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 25.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 36.600
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 469.048 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.303 36.600 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.086
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 78.533
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 5.973
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000051
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.010
2 1
FRICTION LOSS (H ) ( in mtrs) 0.001
f
TEL wrt MFL = MFL + VEL HEAD 41.517
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.494 -0.023 <---- Diff in TELs
FLOW CONDITION AT km.0.650 -US 19 - 19.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 36.600
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 469.048 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.303 36.600 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.086
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 78.533
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 5.973
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000051
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.517
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.517 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.000 -DS 20 - 20.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 50.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 36.600
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 469.048 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.303 36.600 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.086
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 78.533
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 5.973
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000051
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.003
f
TEL wrt MFL = MFL + VEL HEAD 41.517
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.519 0.002 <---- Diff in TELs
FLOW CONDITIONS IN DRAIN
Hps of Left connectivities-Package-65
FLOW CONDITION AT KM 1.225 1 - 1.
COEFFICIENT OF RUGOSITY (n) 0.0180
DISCHARGE (Q) ( in Cumecs) 611.000
BED LEVEL (BL) 31.064
SIDE SLOPE (s) both sides 1
Berm width on both sides 3.000
BED WIDTH (B) ( in mtrs) 50.000
FSD UPTO BERM 5.000
FSD ABOVE BERM 5.000
FLOW DEPTH (D) ( in mtrs) 10.000 MFL + 41.064
MFL 41.064 1.0 :1 ###
AREA = (B+sD)D ( in Sqm) 580.000 BL + 31.064
VELOCITY (V ) = Q / A ( in m/s) 1.053 50.000 m
1
VEL. HEAD = V2 / 2g (in mtrs) 0.057
TEL @ 1-1 = MFL + VEL. HEAD 41.121
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 84.284
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.881
4/3
SURFACE SLOPE (S) = V2 2 n / R 0.000027 36402.999
FLOW CONDITION AT km.1.200 - DS 2 - 2.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 25.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.000
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.065
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.996
FLOW DEPTH (D) ( in mtrs) 9.996 MFL + 41.061
MFL 41.061 9.996
AREA = (B+sD)D ( in Sqm) 552.234 BL + 31.065
VELOCITY (V ) = Q / A ( in m/s) 1.106 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.062
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 78.311
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.052
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000029
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.00175
2 1
FRICTION LOSS (H ) ( in mtrs) 0.00071
f
TEL wrt MFL = MFL + VEL HEAD 41.123
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.123 0.000 <---- Diff in TELs
FLOW CONDITION AT km.1.200 - US 3 - 3.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.000
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.065
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.996
FLOW DEPTH (D) ( in mtrs) 9.996 MFL + 41.061
MFL 41.061 9.996
AREA = (B+sD)D ( in Sqm) 552.234 BL + 31.065
VELOCITY (V ) = Q / A ( in m/s) 1.106 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.062
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 78.311
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.052
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000029
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.123
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.123 0.000 <---- Diff in TELs
FLOW CONDITION AT km.1.000 -DS 4 - 4.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 200.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.000
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.471
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.996
FLOW DEPTH (D) ( in mtrs) 9.996 MFL + 41.467
MFL 41.467 9.996
AREA = (B+sD)D ( in Sqm) 552.234 BL + 31.471
VELOCITY (V ) = Q / A ( in m/s) 1.106 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.062
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 78.311
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.052
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000029
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
2 1
FRICTION LOSS (H ) ( in mtrs) 0.006
f
TEL wrt MFL = MFL + VEL HEAD 41.529
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.129 -0.400 <---- Diff in TELs
FLOW CONDITION AT km.1.000 -US 5 - 5.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.000
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.471
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.996
FLOW DEPTH (D) ( in mtrs) 9.996 MFL + 41.467
MFL 41.467 9.996
AREA = (B+sD)D ( in Sqm) 552.234 BL + 31.471
VELOCITY (V ) = Q / A ( in m/s) 1.106 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.062
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 78.311
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.052
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000029
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.529
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.529 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.975 -DS 6 - 6.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 25.000
COEFFICIENT OF RUGOSITY (n) 0.030
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.472
FSD UPTO BERM 5.000
FSD ABOVE BERM 5.000
FLOW DEPTH (D) ( in mtrs) 10.000 MFL + 41.472
MFL 41.472 ###
AREA = (B+sD)D ( in Sqm) 564.978 BL + 31.472
VELOCITY (V ) = Q / A ( in m/s) 1.081 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.060
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 82.207
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.873
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000081
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.001
2 1
FRICTION LOSS (H ) ( in mtrs) 0.001
f
TEL wrt MFL = MFL + VEL HEAD 41.531
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.531 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.975 -US 7 - 7.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.030
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 5.007
FLOW DEPTH (D) ( in mtrs) 10.007 MFL + 41.471
MFL 41.471 ###
AREA = (B+sD)D ( in Sqm) 565.472 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.081 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.060
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 82.230
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.877
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000080
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.531
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.531 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.775 -DS 8 - 8.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 200.000
COEFFICIENT OF RUGOSITY (n) 0.020
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.485
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.998
FLOW DEPTH (D) ( in mtrs) 9.998 MFL + 41.483
MFL 41.483 9.998
AREA = (B+sD)D ( in Sqm) 564.897 BL + 31.485
VELOCITY (V ) = Q / A ( in m/s) 1.082 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.060
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 82.203
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.872
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000036
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.012
f
TEL wrt MFL = MFL + VEL HEAD 41.543
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.543 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.775 -US 9 - 9.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.030
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.485
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.998
FLOW DEPTH (D) ( in mtrs) 9.998 MFL + 41.483
MFL 41.483 9.998
AREA = (B+sD)D ( in Sqm) 564.897 BL + 31.485
VELOCITY (V ) = Q / A ( in m/s) 1.082 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.060
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 82.203
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.872
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000081
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.543
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.543 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.750 -DS 10 - 10.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 25.000
COEFFICIENT OF RUGOSITY (n) 0.030
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.487
FSD UPTO BERM 5.000
FSD ABOVE BERM 5.007
FLOW DEPTH (D) ( in mtrs) 10.007 MFL + 41.494
MFL 41.494 ###
AREA = (B+sD)D ( in Sqm) 605.521 BL + 31.487
VELOCITY (V ) = Q / A ( in m/s) 1.009 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.052
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 92.082
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.576
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000074
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.002
2 1
FRICTION LOSS (H ) ( in mtrs) 0.002
f
TEL wrt MFL = MFL + VEL HEAD 41.546
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.547 0.001 <---- Diff in TELs
FLOW CONDITION AT km.0.750 -US 11 - 11.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.030
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.487
FSD UPTO BERM 5.000
FSD ABOVE BERM 5.007
FLOW DEPTH (D) ( in mtrs) 10.007 MFL + 41.494
MFL 41.494 ###
AREA = (B+sD)D ( in Sqm) 605.504 BL + 31.487
VELOCITY (V ) = Q / A ( in m/s) 1.009 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.052
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 92.081
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.576
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000074
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.546
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.546 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.00 -DS 12 - 12.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 750.000
COEFFICIENT OF RUGOSITY (n) 0.030
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.408
FSD UPTO BERM 5.000
FSD ABOVE BERM 5.143
FLOW DEPTH (D) ( in mtrs) 10.143 MFL + 41.551
MFL 41.551 ###
AREA = (B+sD)D ( in Sqm) 615.185 BL + 31.408
VELOCITY (V ) = Q / A ( in m/s) 0.993 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.050
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 92.571
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.646
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000071
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.055
f
TEL wrt MFL = MFL + VEL HEAD 41.601
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.601 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.850 -US 13 - 13.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 562.864 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.086 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.060
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 82.109
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.855
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000029
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.003
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.490
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.604 0.114 <---- Diff in TELs
FLOW CONDITION AT km.0.775 -DS 14 - 14.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 75.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 562.864 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.086 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.060
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 82.109
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.855
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000029
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
2 1
FRICTION LOSS (H ) ( in mtrs) 0.002
f
TEL wrt MFL = MFL + VEL HEAD 41.490
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.492 0.002 <---- Diff in TELs
FLOW CONDITION AT km.0.775 -US 14 - 14.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 562.864 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.086 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.060
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 82.109
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.855
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000029
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.490
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.490 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.750 -DS 15 - 15.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 25.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 602.593 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.014 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.052
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 91.933
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.555
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000027
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.002
2 1
FRICTION LOSS (H ) ( in mtrs) 0.001
f
TEL wrt MFL = MFL + VEL HEAD 41.482
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.493 0.011 <---- Diff in TELs
FLOW CONDITION AT km.0.750 -US 15 - 15.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 602.593 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.014 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.052
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 91.933
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.555
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000027
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.482
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.482 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.675 -DS 16 - 16.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 75.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 602.593 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.014 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.052
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 91.933
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.555
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000027
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.002
f
TEL wrt MFL = MFL + VEL HEAD 41.482
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.485 0.003 <---- Diff in TELs
FLOW CONDITION AT km.0.675 -US 17 - 17.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 602.593 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.014 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.052
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 91.933
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.555
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000027
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.482
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.482 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.650 -DS 18 - 18.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 25.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 36.600
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 469.048 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.303 36.600 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.086
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 78.533
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 5.973
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000051
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.010
2 1
FRICTION LOSS (H ) ( in mtrs) 0.001
f
TEL wrt MFL = MFL + VEL HEAD 41.517
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.494 -0.023 <---- Diff in TELs
FLOW CONDITION AT km.0.650 -US 19 - 19.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 36.600
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 469.048 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.303 36.600 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.086
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 78.533
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 5.973
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000051
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.517
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.517 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.000 -DS 20 - 20.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 50.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 36.600
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 469.048 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.303 36.600 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.086
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 78.533
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 5.973
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000051
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.003
f
TEL wrt MFL = MFL + VEL HEAD 41.517
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.519 0.002 <---- Diff in TELs
FLOW CONDITIONS IN DRAIN
Hps of Left connectivities-Package-65
FLOW CONDITION AT KM 1.225 1 - 1.
COEFFICIENT OF RUGOSITY (n) 0.0180
DISCHARGE (Q) ( in Cumecs) 611.000
BED LEVEL (BL) 31.464
SIDE SLOPE (s) both sides 1
Berm width on both sides 3.000
BED WIDTH (B) ( in mtrs) 50.000
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.600
FLOW DEPTH (D) ( in mtrs) 9.600 MFL + 41.064
MFL 41.064 1.0 :1 9.600
AREA = (B+sD)D ( in Sqm) 599.760 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.019 50.000 m
1
VEL. HEAD = V2 / 2g (in mtrs) 0.053
TEL @ 1-1 = MFL + VEL. HEAD 41.117
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 83.153
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.213
4/3
SURFACE SLOPE (S) = V2 2 n / R 0.000024 41443.939
FLOW CONDITION AT km.1.200 - DS 2 - 2.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 25.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.000
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.460
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.600
FLOW DEPTH (D) ( in mtrs) 9.600 MFL + 41.060
MFL 41.060 9.600
AREA = (B+sD)D ( in Sqm) 562.920 BL + 31.460
VELOCITY (V ) = Q / A ( in m/s) 1.085 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.060
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 77.310
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.281
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.00002705 36972.922
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.00215
2 1
FRICTION LOSS (H ) ( in mtrs) 0.00064
f
TEL wrt MFL = MFL + VEL HEAD 41.120
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.120 0.000 <---- Diff in TELs
FLOW CONDITION AT km.1.200 - US 3 - 3.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.000
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.460
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.600
FLOW DEPTH (D) ( in mtrs) 9.600 MFL + 41.060
MFL 41.060 9.600
AREA = (B+sD)D ( in Sqm) 562.920 BL + 31.460
VELOCITY (V ) = Q / A ( in m/s) 1.085 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.060
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 77.310
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.281
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000027 36972.922
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.120
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.120 0.000 <---- Diff in TELs
FLOW CONDITION AT km.1.000 -DS 4 - 4.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 200.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.000
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.465
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.600
FLOW DEPTH (D) ( in mtrs) 9.600 MFL + 41.065
MFL 41.065 9.600
AREA = (B+sD)D ( in Sqm) 562.920 BL + 31.465
VELOCITY (V ) = Q / A ( in m/s) 1.085 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.060
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 77.310
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.281
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.0000270 36972.922
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
2 1
FRICTION LOSS (H ) ( in mtrs) 0.005
f
TEL wrt MFL = MFL + VEL HEAD 41.125
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.125 0.000 <---- Diff in TELs
FLOW CONDITION AT km.1.000 -US 5 - 5.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.000
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.465
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.600
FLOW DEPTH (D) ( in mtrs) 9.600 MFL + 41.065
MFL 41.065 9.600
AREA = (B+sD)D ( in Sqm) 562.920 BL + 31.465
VELOCITY (V ) = Q / A ( in m/s) 1.085 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.060
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 77.310
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.281
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000027 36972.922
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.125
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.125 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.975 -DS 6 - 6.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 25.000
COEFFICIENT OF RUGOSITY (n) 0.020
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.472
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.600
FLOW DEPTH (D) ( in mtrs) 9.600 MFL + 41.072
MFL 41.072 9.600
AREA = (B+sD)D ( in Sqm) 585.960 BL + 31.472
VELOCITY (V ) = Q / A ( in m/s) 1.043 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.055
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 81.040
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.231
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000031 32147.944
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.001
2 1
FRICTION LOSS (H ) ( in mtrs) 0.001
f
TEL wrt MFL = MFL + VEL HEAD 41.127
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.127 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.975 -US 7 - 7.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.020
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.472
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.600
FLOW DEPTH (D) ( in mtrs) 9.600 MFL + 41.072
MFL 41.072 9.600
AREA = (B+sD)D ( in Sqm) 585.960 BL + 31.472
VELOCITY (V ) = Q / A ( in m/s) 1.043 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.055
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 81.040
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.231
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000031 32147.944
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.127
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.127 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.775 -DS 8 - 8.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 200.000
COEFFICIENT OF RUGOSITY (n) 0.020
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.479
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.600
FLOW DEPTH (D) ( in mtrs) 9.600 MFL + 41.079
MFL 41.079 9.600
AREA = (B+sD)D ( in Sqm) 585.960 BL + 31.479
VELOCITY (V ) = Q / A ( in m/s) 1.043 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.055
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 81.040
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.231
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000031 32147.944
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.006
f
TEL wrt MFL = MFL + VEL HEAD 41.134
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.134 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.775 -US 9 - 9.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.020
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.479
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.600
FLOW DEPTH (D) ( in mtrs) 9.600 MFL + 41.079
MFL 41.079 9.600
AREA = (B+sD)D ( in Sqm) 585.960 BL + 31.479
VELOCITY (V ) = Q / A ( in m/s) 1.043 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.055
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 81.040
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.231
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000031 32147.944
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.134
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.134 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.750 -DS 10 - 10.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 25.000
COEFFICIENT OF RUGOSITY (n) 0.030
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.492
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.600
FLOW DEPTH (D) ( in mtrs) 9.600 MFL + 41.092
MFL 41.092 9.600
AREA = (B+sD)D ( in Sqm) 645.840 BL + 31.492
VELOCITY (V ) = Q / A ( in m/s) 0.946 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.046
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 90.613
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.127
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.00005873 17028.210
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.003
2 1
FRICTION LOSS (H ) ( in mtrs) 0.001
f
TEL wrt MFL = MFL + VEL HEAD 41.138
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.138 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.750 -US 11 - 11.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.025
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.492
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.600
FLOW DEPTH (D) ( in mtrs) 9.600 MFL + 41.092
MFL 41.092 9.600
AREA = (B+sD)D ( in Sqm) 645.840 BL + 31.492
VELOCITY (V ) = Q / A ( in m/s) 0.946 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.046
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 90.613
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.127
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000041 24520.622
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.138
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.138 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.00 -DS 12 - 12.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 750.000
COEFFICIENT OF RUGOSITY (n) 0.025
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.522
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.600
FLOW DEPTH (D) ( in mtrs) 9.600 MFL + 41.122
MFL 41.122 9.600
AREA = (B+sD)D ( in Sqm) 645.840 BL + 31.522
VELOCITY (V ) = Q / A ( in m/s) 0.946 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.046
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 90.613
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.127
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000041 24520.622
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.031
f
TEL wrt MFL = MFL + VEL HEAD 41.168
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.168 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.850 -US 13 - 13.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 562.864 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.086 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.060
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 82.109
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.855
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000029
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.004
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.490
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.172 -0.318 <---- Diff in TELs
FLOW CONDITION AT km.0.775 -DS 14 - 14.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 75.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 562.864 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.086 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.060
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 82.109
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.855
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000029
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
2 1
FRICTION LOSS (H ) ( in mtrs) 0.002
f
TEL wrt MFL = MFL + VEL HEAD 41.490
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.492 0.002 <---- Diff in TELs
FLOW CONDITION AT km.0.775 -US 14 - 14.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 562.864 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.086 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.060
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 82.109
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.855
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000029
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.490
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.490 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.750 -DS 15 - 15.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 25.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 602.593 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.014 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.052
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 91.933
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.555
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000027
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.002
2 1
FRICTION LOSS (H ) ( in mtrs) 0.001
f
TEL wrt MFL = MFL + VEL HEAD 41.482
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.493 0.011 <---- Diff in TELs
FLOW CONDITION AT km.0.750 -US 15 - 15.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 602.593 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.014 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.052
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 91.933
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.555
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000027
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.482
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.482 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.675 -DS 16 - 16.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 75.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 602.593 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.014 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.052
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 91.933
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.555
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000027
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.002
f
TEL wrt MFL = MFL + VEL HEAD 41.482
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.485 0.003 <---- Diff in TELs
FLOW CONDITION AT km.0.675 -US 17 - 17.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 602.593 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.014 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.052
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 91.933
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.555
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000027
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.482
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.482 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.650 -DS 18 - 18.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 25.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 36.600
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 469.048 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.303 36.600 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.086
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 78.533
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 5.973
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000051
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.010
2 1
FRICTION LOSS (H ) ( in mtrs) 0.001
f
TEL wrt MFL = MFL + VEL HEAD 41.517
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.494 -0.023 <---- Diff in TELs
FLOW CONDITION AT km.0.650 -US 19 - 19.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 36.600
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 469.048 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.303 36.600 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.086
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 78.533
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 5.973
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000051
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.517
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.517 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.000 -DS 20 - 20.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 50.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 36.600
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 469.048 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.303 36.600 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.086
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 78.533
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 5.973
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000051
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.003
f
TEL wrt MFL = MFL + VEL HEAD 41.517
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.519 0.002 <---- Diff in TELs
FLOW CONDITIONS IN DRAIN
Hps of Left connectivities-Package-65
FLOW CONDITION AT KM 1.225 1 - 1.
COEFFICIENT OF RUGOSITY (n) 0.0180
DISCHARGE (Q) ( in Cumecs) 611.000
BED LEVEL (BL) 31.464
SIDE SLOPE (s) both sides 1
Berm width on both sides 3.000
BED WIDTH (B) ( in mtrs) 50.000
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.600
FLOW DEPTH (D) ( in mtrs) 9.600 MFL + 41.064
MFL 41.064 1.0 :1 9.600
AREA = (B+sD)D ( in Sqm) 599.760 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.019 50.000 m
1
VEL. HEAD = V2 / 2g (in mtrs) 0.053
TEL @ 1-1 = MFL + VEL. HEAD 41.117
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 83.153
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.213
4/3
SURFACE SLOPE (S) = V2 2 n / R 0.000024 41443.939
FLOW CONDITION AT km.1.200 - DS 2 - 2.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 25.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.000
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.465
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.595
FLOW DEPTH (D) ( in mtrs) 9.595 MFL + 41.060
MFL 41.060 9.595
AREA = (B+sD)D ( in Sqm) 562.575 BL + 31.465
VELOCITY (V ) = Q / A ( in m/s) 1.086 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.060
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 77.297
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.278
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.00002710 36905.658
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.00217
2 1
FRICTION LOSS (H ) ( in mtrs) 0.00064
f
TEL wrt MFL = MFL + VEL HEAD 41.120
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.120 0.000 <---- Diff in TELs
FLOW CONDITION AT km.1.200 - US 3 - 3.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.000
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.465
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.595
FLOW DEPTH (D) ( in mtrs) 9.595 MFL + 41.060
MFL 41.060 9.595
AREA = (B+sD)D ( in Sqm) 562.575 BL + 31.465
VELOCITY (V ) = Q / A ( in m/s) 1.086 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.060
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 77.297
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.278
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000027 36905.658
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.120
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.120 0.000 <---- Diff in TELs
FLOW CONDITION AT km.1.000 -DS 4 - 4.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 200.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.000
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.470
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.595
FLOW DEPTH (D) ( in mtrs) 9.595 MFL + 41.065
MFL 41.065 9.595
AREA = (B+sD)D ( in Sqm) 562.578 BL + 31.470
VELOCITY (V ) = Q / A ( in m/s) 1.086 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.060
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 77.297
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.278
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.0000271 36906.361
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
2 1
FRICTION LOSS (H ) ( in mtrs) 0.005
f
TEL wrt MFL = MFL + VEL HEAD 41.125
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.125 0.000 <---- Diff in TELs
FLOW CONDITION AT km.1.000 -US 5 - 5.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.000
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.470
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.595
FLOW DEPTH (D) ( in mtrs) 9.595 MFL + 41.065
MFL 41.065 9.595
AREA = (B+sD)D ( in Sqm) 562.575 BL + 31.470
VELOCITY (V ) = Q / A ( in m/s) 1.086 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.060
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 77.297
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.278
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000027 36905.658
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.125
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.125 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.975 -DS 6 - 6.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 25.000
COEFFICIENT OF RUGOSITY (n) 0.020
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.471
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.601
FLOW DEPTH (D) ( in mtrs) 9.601 MFL + 41.072
MFL 41.072 9.601
AREA = (B+sD)D ( in Sqm) 586.032 BL + 31.471
VELOCITY (V ) = Q / A ( in m/s) 1.043 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.055
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 81.043
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.231
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000031 32159.605
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.001
2 1
FRICTION LOSS (H ) ( in mtrs) 0.001
f
TEL wrt MFL = MFL + VEL HEAD 41.127
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.127 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.975 -US 7 - 7.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.020
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.471
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.601
FLOW DEPTH (D) ( in mtrs) 9.601 MFL + 41.072
MFL 41.072 9.601
AREA = (B+sD)D ( in Sqm) 586.032 BL + 31.471
VELOCITY (V ) = Q / A ( in m/s) 1.043 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.055
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 81.043
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.231
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000031 32159.605
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.127
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.127 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.775 -DS 8 - 8.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 200.000
COEFFICIENT OF RUGOSITY (n) 0.020
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.477
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.602
FLOW DEPTH (D) ( in mtrs) 9.602 MFL + 41.079
MFL 41.079 9.602
AREA = (B+sD)D ( in Sqm) 586.104 BL + 31.477
VELOCITY (V ) = Q / A ( in m/s) 1.042 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.055
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 81.046
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.232
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000031 32171.268
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.006
f
TEL wrt MFL = MFL + VEL HEAD 41.134
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.134 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.775 -US 9 - 9.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.020
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.477
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.602
FLOW DEPTH (D) ( in mtrs) 9.602 MFL + 41.079
MFL 41.079 9.602
AREA = (B+sD)D ( in Sqm) 586.104 BL + 31.477
VELOCITY (V ) = Q / A ( in m/s) 1.042 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.055
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 81.046
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.232
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000031 32171.268
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.134
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.134 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.750 -DS 10 - 10.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 25.000
COEFFICIENT OF RUGOSITY (n) 0.025
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.478
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.615
FLOW DEPTH (D) ( in mtrs) 9.615 MFL + 41.093
MFL 41.093 9.615
AREA = (B+sD)D ( in Sqm) 647.088 BL + 31.478
VELOCITY (V ) = Q / A ( in m/s) 0.944 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.045
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 90.666
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.137
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.00004055 24659.628
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.003
2 1
FRICTION LOSS (H ) ( in mtrs) 0.001
f
TEL wrt MFL = MFL + VEL HEAD 41.138
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.138 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.750 -US 11 - 11.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.025
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.478
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.615
FLOW DEPTH (D) ( in mtrs) 9.615 MFL + 41.093
MFL 41.093 9.615
AREA = (B+sD)D ( in Sqm) 647.074 BL + 31.478
VELOCITY (V ) = Q / A ( in m/s) 0.944 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.045
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 90.666
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.137
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000041 24658.160
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.138
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.138 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.00 -DS 12 - 12.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 750.000
COEFFICIENT OF RUGOSITY (n) 0.025
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.550
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.573
FLOW DEPTH (D) ( in mtrs) 9.573 MFL + 41.123
MFL 41.123 9.573
AREA = (B+sD)D ( in Sqm) 643.556 BL + 31.550
VELOCITY (V ) = Q / A ( in m/s) 0.949 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.046
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 90.516
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.110
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000041 24267.451
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.031
f
TEL wrt MFL = MFL + VEL HEAD 41.169
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.169 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.850 -US 13 - 13.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 562.864 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.086 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.060
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 82.109
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.855
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000029
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.004
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.490
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.173 -0.317 <---- Diff in TELs
FLOW CONDITION AT km.0.775 -DS 14 - 14.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 75.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 562.864 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.086 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.060
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 82.109
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.855
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000029
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
2 1
FRICTION LOSS (H ) ( in mtrs) 0.002
f
TEL wrt MFL = MFL + VEL HEAD 41.490
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.492 0.002 <---- Diff in TELs
FLOW CONDITION AT km.0.775 -US 14 - 14.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 562.864 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.086 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.060
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 82.109
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.855
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000029
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.490
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.490 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.750 -DS 15 - 15.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 25.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 602.593 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.014 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.052
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 91.933
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.555
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000027
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.002
2 1
FRICTION LOSS (H ) ( in mtrs) 0.001
f
TEL wrt MFL = MFL + VEL HEAD 41.482
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.493 0.011 <---- Diff in TELs
FLOW CONDITION AT km.0.750 -US 15 - 15.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 602.593 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.014 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.052
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 91.933
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.555
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000027
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.482
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.482 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.675 -DS 16 - 16.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 75.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 602.593 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.014 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.052
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 91.933
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.555
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000027
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.002
f
TEL wrt MFL = MFL + VEL HEAD 41.482
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.485 0.003 <---- Diff in TELs
FLOW CONDITION AT km.0.675 -US 17 - 17.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 602.593 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.014 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.052
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 91.933
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.555
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000027
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.482
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.482 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.650 -DS 18 - 18.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 25.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 36.600
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 469.048 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.303 36.600 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.086
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 78.533
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 5.973
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000051
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.010
2 1
FRICTION LOSS (H ) ( in mtrs) 0.001
f
TEL wrt MFL = MFL + VEL HEAD 41.517
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.494 -0.023 <---- Diff in TELs
FLOW CONDITION AT km.0.650 -US 19 - 19.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 36.600
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 469.048 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.303 36.600 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.086
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 78.533
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 5.973
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000051
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.517
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.517 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.000 -DS 20 - 20.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 50.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 36.600
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 469.048 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.303 36.600 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.086
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 78.533
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 5.973
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000051
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.003
f
TEL wrt MFL = MFL + VEL HEAD 41.517
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.519 0.002 <---- Diff in TELs
FLOW CONDITIONS IN DRAIN
Hps of Left connectivities-Package-65
FLOW CONDITION AT KM 1.225 1 - 1.
COEFFICIENT OF RUGOSITY (n) 0.0180
DISCHARGE (Q) ( in Cumecs) 611.000
BED LEVEL (BL) 31.464
SIDE SLOPE (s) both sides 1
Berm width on both sides 3.000
BED WIDTH (B) ( in mtrs) 50.000
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.600
FLOW DEPTH (D) ( in mtrs) 9.600 MFL + 41.064
MFL 41.064 1.0 :1 9.600
AREA = (B+sD)D ( in Sqm) 599.760 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.019 50.000 m
1
VEL. HEAD = V2 / 2g (in mtrs) 0.053
TEL @ 1-1 = MFL + VEL. HEAD 41.117
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 83.153
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.213
4/3
SURFACE SLOPE (S) = V2 2 n / R 0.000024 41443.939
FLOW CONDITION AT km.1.200 - DS 2 - 2.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 25.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.000
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.465
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.595
FLOW DEPTH (D) ( in mtrs) 9.595 MFL + 41.060
MFL 41.060 9.595
AREA = (B+sD)D ( in Sqm) 562.575 BL + 31.465
VELOCITY (V ) = Q / A ( in m/s) 1.086 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.060
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 77.297
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.278
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.00002710 36905.658
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.00217
2 1
FRICTION LOSS (H ) ( in mtrs) 0.00064
f
TEL wrt MFL = MFL + VEL HEAD 41.120
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.120 0.000 <---- Diff in TELs
FLOW CONDITION AT km.1.200 - US 3 - 3.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.000
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.465
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.595
FLOW DEPTH (D) ( in mtrs) 9.595 MFL + 41.060
MFL 41.060 9.595
AREA = (B+sD)D ( in Sqm) 562.575 BL + 31.465
VELOCITY (V ) = Q / A ( in m/s) 1.086 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.060
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 77.297
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.278
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000027 36905.658
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.120
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.120 0.000 <---- Diff in TELs
FLOW CONDITION AT km.1.000 -DS 4 - 4.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 200.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.000
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.470
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.595
FLOW DEPTH (D) ( in mtrs) 9.595 MFL + 41.065
MFL 41.065 9.595
AREA = (B+sD)D ( in Sqm) 562.578 BL + 31.470
VELOCITY (V ) = Q / A ( in m/s) 1.086 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.060
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 77.297
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.278
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.0000271 36906.361
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
2 1
FRICTION LOSS (H ) ( in mtrs) 0.005
f
TEL wrt MFL = MFL + VEL HEAD 41.125
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.125 0.000 <---- Diff in TELs
FLOW CONDITION AT km.1.000 -US 5 - 5.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.000
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.470
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.595
FLOW DEPTH (D) ( in mtrs) 9.595 MFL + 41.065
MFL 41.065 9.595
AREA = (B+sD)D ( in Sqm) 562.575 BL + 31.470
VELOCITY (V ) = Q / A ( in m/s) 1.086 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.060
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 77.297
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.278
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000027 36905.658
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.125
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.125 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.975 -DS 6 - 6.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 25.000
COEFFICIENT OF RUGOSITY (n) 0.025
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.471
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.601
FLOW DEPTH (D) ( in mtrs) 9.601 MFL + 41.072
MFL 41.072 9.601
AREA = (B+sD)D ( in Sqm) 586.032 BL + 31.471
VELOCITY (V ) = Q / A ( in m/s) 1.043 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.055
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 81.043
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.231
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000049 20582.147
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.001
2 1
FRICTION LOSS (H ) ( in mtrs) 0.001
f
TEL wrt MFL = MFL + VEL HEAD 41.127
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.127 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.975 -US 7 - 7.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.025
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.471
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.601
FLOW DEPTH (D) ( in mtrs) 9.601 MFL + 41.072
MFL 41.072 9.601
AREA = (B+sD)D ( in Sqm) 586.032 BL + 31.471
VELOCITY (V ) = Q / A ( in m/s) 1.043 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.055
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 81.043
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.231
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000049 20582.147
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.127
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.127 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.775 -DS 8 - 8.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 200.000
COEFFICIENT OF RUGOSITY (n) 0.025
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.477
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.605
FLOW DEPTH (D) ( in mtrs) 9.605 MFL + 41.082
MFL 41.082 9.605
AREA = (B+sD)D ( in Sqm) 586.295 BL + 31.477
VELOCITY (V ) = Q / A ( in m/s) 1.042 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.055
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 81.053
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.233
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000049 20609.367
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.010
f
TEL wrt MFL = MFL + VEL HEAD 41.137
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.137 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.775 -US 9 - 9.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.025
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.477
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.605
FLOW DEPTH (D) ( in mtrs) 9.605 MFL + 41.082
MFL 41.082 9.605
AREA = (B+sD)D ( in Sqm) 586.295 BL + 31.477
VELOCITY (V ) = Q / A ( in m/s) 1.042 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.055
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 81.053
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.233
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000049 20609.367
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.137
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.137 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.750 -DS 10 - 10.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 25.000
COEFFICIENT OF RUGOSITY (n) 0.025
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.478
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.618
FLOW DEPTH (D) ( in mtrs) 9.618 MFL + 41.096
MFL 41.096 9.618
AREA = (B+sD)D ( in Sqm) 647.332 BL + 31.478
VELOCITY (V ) = Q / A ( in m/s) 0.944 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.045
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 90.677
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.139
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.00004051 24686.942
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.003
2 1
FRICTION LOSS (H ) ( in mtrs) 0.001
f
TEL wrt MFL = MFL + VEL HEAD 41.141
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.141 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.750 -US 11 - 11.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.025
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.478
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.618
FLOW DEPTH (D) ( in mtrs) 9.618 MFL + 41.096
MFL 41.096 9.618
AREA = (B+sD)D ( in Sqm) 647.332 BL + 31.478
VELOCITY (V ) = Q / A ( in m/s) 0.944 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.045
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 90.677
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.139
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000041 24686.942
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.141
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.141 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.00 -DS 12 - 12.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 750.000
COEFFICIENT OF RUGOSITY (n) 0.025
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.550
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.576
FLOW DEPTH (D) ( in mtrs) 9.576 MFL + 41.126
MFL 41.126 9.576
AREA = (B+sD)D ( in Sqm) 643.811 BL + 31.550
VELOCITY (V ) = Q / A ( in m/s) 0.949 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.046
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 90.527
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.112
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000041 24295.621
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.031
f
TEL wrt MFL = MFL + VEL HEAD 41.172
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.172 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.850 -US 13 - 13.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 562.864 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.086 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.060
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 82.109
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.855
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000029
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.004
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.490
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.176 -0.314 <---- Diff in TELs
FLOW CONDITION AT km.0.775 -DS 14 - 14.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 75.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 562.864 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.086 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.060
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 82.109
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.855
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000029
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
2 1
FRICTION LOSS (H ) ( in mtrs) 0.002
f
TEL wrt MFL = MFL + VEL HEAD 41.490
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.492 0.002 <---- Diff in TELs
FLOW CONDITION AT km.0.775 -US 14 - 14.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 562.864 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.086 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.060
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 82.109
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.855
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000029
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.490
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.490 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.750 -DS 15 - 15.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 25.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 602.593 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.014 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.052
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 91.933
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.555
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000027
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.002
2 1
FRICTION LOSS (H ) ( in mtrs) 0.001
f
TEL wrt MFL = MFL + VEL HEAD 41.482
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.493 0.011 <---- Diff in TELs
FLOW CONDITION AT km.0.750 -US 15 - 15.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 602.593 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.014 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.052
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 91.933
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.555
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000027
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.482
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.482 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.675 -DS 16 - 16.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 75.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 602.593 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.014 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.052
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 91.933
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.555
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000027
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.002
f
TEL wrt MFL = MFL + VEL HEAD 41.482
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.485 0.003 <---- Diff in TELs
FLOW CONDITION AT km.0.675 -US 17 - 17.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 602.593 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.014 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.052
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 91.933
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.555
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000027
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.482
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.482 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.650 -DS 18 - 18.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 25.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 36.600
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 469.048 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.303 36.600 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.086
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 78.533
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 5.973
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000051
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.010
2 1
FRICTION LOSS (H ) ( in mtrs) 0.001
f
TEL wrt MFL = MFL + VEL HEAD 41.517
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.494 -0.023 <---- Diff in TELs
FLOW CONDITION AT km.0.650 -US 19 - 19.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 36.600
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 469.048 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.303 36.600 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.086
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 78.533
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 5.973
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000051
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.517
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.517 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.000 -DS 20 - 20.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 50.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 36.600
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.966
FLOW DEPTH (D) ( in mtrs) 9.966 MFL + 41.430
MFL 41.430 9.966
AREA = (B+sD)D ( in Sqm) 469.048 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.303 36.600 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.086
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 78.533
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 5.973
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000051
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.003
f
TEL wrt MFL = MFL + VEL HEAD 41.517
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.519 0.002 <---- Diff in TELs
FLOW CONDITIONS IN DRAIN
Hps of Left connectivities-Package-65
FLOW CONDITION AT KM 1.225 1 - 1.
COEFFICIENT OF RUGOSITY (n) 0.0180
DISCHARGE (Q) ( in Cumecs) 611.000
BED LEVEL (BL) 31.464
SIDE SLOPE (s) both sides 1
Berm width on both sides 3.000
BED WIDTH (B) ( in mtrs) 50.000
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.600
FLOW DEPTH (D) ( in mtrs) 9.600 MFL + 41.064
MFL 41.064 1.0 :1 9.600
AREA = (B+sD)D ( in Sqm) 599.760 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.019 50.000 m
1
VEL. HEAD = V2 / 2g (in mtrs) 0.053
TEL @ 1-1 = MFL + VEL. HEAD 41.117
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 83.153
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.213
4/3
SURFACE SLOPE (S) = V2 2 n / R 0.000024 41443.939
FLOW CONDITION AT km.1.200 - DS 2 - 2.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 25.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.000
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.465
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.595
FLOW DEPTH (D) ( in mtrs) 9.595 MFL + 41.060
MFL 41.060 9.595
AREA = (B+sD)D ( in Sqm) 562.575 BL + 31.465
VELOCITY (V ) = Q / A ( in m/s) 1.086 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.060
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 77.297
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.278
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.00002710 36905.658
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.00217
2 1
FRICTION LOSS (H ) ( in mtrs) 0.00064
f
TEL wrt MFL = MFL + VEL HEAD 41.120
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.120 0.000 <---- Diff in TELs
FLOW CONDITION AT km.1.200 - US 3 - 3.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.000
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.465
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.595
FLOW DEPTH (D) ( in mtrs) 9.595 MFL + 41.060
MFL 41.060 9.595
AREA = (B+sD)D ( in Sqm) 562.575 BL + 31.465
VELOCITY (V ) = Q / A ( in m/s) 1.086 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.060
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 77.297
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.278
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000027 36905.658
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.120
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.120 0.000 <---- Diff in TELs
FLOW CONDITION AT km.1.000 -DS 4 - 4.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 200.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.000
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.470
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.595
FLOW DEPTH (D) ( in mtrs) 9.595 MFL + 41.065
MFL 41.065 9.595
AREA = (B+sD)D ( in Sqm) 562.578 BL + 31.470
VELOCITY (V ) = Q / A ( in m/s) 1.086 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.060
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 77.297
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.278
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.0000271 36906.361
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
2 1
FRICTION LOSS (H ) ( in mtrs) 0.005
f
TEL wrt MFL = MFL + VEL HEAD 41.125
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.125 0.000 <---- Diff in TELs
FLOW CONDITION AT km.1.000 -US 5 - 5.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.018
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.000
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.470
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.595
FLOW DEPTH (D) ( in mtrs) 9.595 MFL + 41.065
MFL 41.065 9.595
AREA = (B+sD)D ( in Sqm) 562.575 BL + 31.470
VELOCITY (V ) = Q / A ( in m/s) 1.086 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.060
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 77.297
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.278
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000027 36905.658
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.125
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.125 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.975 -DS 6 - 6.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 25.000
COEFFICIENT OF RUGOSITY (n) 0.020
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.471
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.601
FLOW DEPTH (D) ( in mtrs) 9.601 MFL + 41.072
MFL 41.072 9.601
AREA = (B+sD)D ( in Sqm) 586.032 BL + 31.471
VELOCITY (V ) = Q / A ( in m/s) 1.043 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.055
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 81.043
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.231
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000031 32159.605
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.001
2 1
FRICTION LOSS (H ) ( in mtrs) 0.001
f
TEL wrt MFL = MFL + VEL HEAD 41.127
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.127 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.975 -US 7 - 7.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.020
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.471
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.601
FLOW DEPTH (D) ( in mtrs) 9.601 MFL + 41.072
MFL 41.072 9.601
AREA = (B+sD)D ( in Sqm) 586.032 BL + 31.471
VELOCITY (V ) = Q / A ( in m/s) 1.043 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.055
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 81.043
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.231
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000031 32159.605
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.127
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.127 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.775 -DS 8 - 8.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 200.000
COEFFICIENT OF RUGOSITY (n) 0.020
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.477
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.602
FLOW DEPTH (D) ( in mtrs) 9.602 MFL + 41.079
MFL 41.079 9.602
AREA = (B+sD)D ( in Sqm) 586.076 BL + 31.477
VELOCITY (V ) = Q / A ( in m/s) 1.043 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.055
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 81.044
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.232
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000031 32166.645
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.006
f
TEL wrt MFL = MFL + VEL HEAD 41.134
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.134 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.775 -US 9 - 9.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.020
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 0.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 0.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.477
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.602
FLOW DEPTH (D) ( in mtrs) 9.602 MFL + 41.079
MFL 41.079 9.602
AREA = (B+sD)D ( in Sqm) 586.076 BL + 31.477
VELOCITY (V ) = Q / A ( in m/s) 1.043 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.055
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 81.044
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.232
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000031 32166.645
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.134
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.134 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.750 -DS 10 - 10.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 25.000
COEFFICIENT OF RUGOSITY (n) 0.025
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.478
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.615
FLOW DEPTH (D) ( in mtrs) 9.615 MFL + 41.093
MFL 41.093 9.615
AREA = (B+sD)D ( in Sqm) 647.074 BL + 31.478
VELOCITY (V ) = Q / A ( in m/s) 0.944 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.045
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 90.666
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.137
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.00004055 24658.152
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.003
2 1
FRICTION LOSS (H ) ( in mtrs) 0.001
f
TEL wrt MFL = MFL + VEL HEAD 41.138
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.138 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.750 -US 11 - 11.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.025
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.478
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.615
FLOW DEPTH (D) ( in mtrs) 9.615 MFL + 41.093
MFL 41.093 9.615
AREA = (B+sD)D ( in Sqm) 647.074 BL + 31.478
VELOCITY (V ) = Q / A ( in m/s) 0.944 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.045
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 90.666
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.137
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000041 24658.152
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.138
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.138 0.000 <---- Diff in TELs
FLOW CONDITION AT km 0.675 -DS 12 - 12.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 75.000
COEFFICIENT OF RUGOSITY (n) 0.025
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.481
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.615
FLOW DEPTH (D) ( in mtrs) 9.615 MFL + 41.096
MFL 41.096 9.615
AREA = (B+sD)D ( in Sqm) 647.074 BL + 31.481
VELOCITY (V ) = Q / A ( in m/s) 0.944 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.045
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 90.666
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.137
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000041 24658.138
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.003
f
TEL wrt MFL = MFL + VEL HEAD 41.141
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.141 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.675 -US 13 - 13.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.025
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 50.000
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.481
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.615
FLOW DEPTH (D) ( in mtrs) 9.615 MFL + 41.096
MFL 41.096 9.615
AREA = (B+sD)D ( in Sqm) 647.074 BL + 31.481
VELOCITY (V ) = Q / A ( in m/s) 0.944 50.000 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.045
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 90.666
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 7.137
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000041 24658.161
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.141
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.141 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.650 -DS 14 - 14.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 25.000
COEFFICIENT OF RUGOSITY (n) 0.025
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 36.600
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.615
FLOW DEPTH (D) ( in mtrs) 9.615 MFL + 41.079
MFL 41.079 9.615
AREA = (B+sD)D ( in Sqm) 518.271 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.179 36.600 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.071
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 77.267
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.708
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000069
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.008
2 1
2 1
FRICTION LOSS (H ) ( in mtrs) 0.001
f
TEL wrt MFL = MFL + VEL HEAD 41.150
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.150 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.650 -US 14 - 14.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 0.000
COEFFICIENT OF RUGOSITY (n) 0.025
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 36.600
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.615
FLOW DEPTH (D) ( in mtrs) 9.615 MFL + 41.079
MFL 41.079 9.615
AREA = (B+sD)D ( in Sqm) 518.283 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.179 36.600 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.071
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 77.268
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.708
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000069
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.000
f
TEL wrt MFL = MFL + VEL HEAD 41.150
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.150 0.000 <---- Diff in TELs
FLOW CONDITION AT km.0.000 -DS 15 - 15.
LENGTH FROM PREVIOUS SECTION(L) ( in mtrs) 650.000
COEFFICIENT OF RUGOSITY (n) 0.025
DISCHARGE (Q) ( in Cumecs) 611.000
BED WIDTH (B) ( in mtrs) 36.600
SIDE SLOPE (s)-Left 1.500
SIDE SLOPE (s)-Right 1.500
BERM WIDTH -LEFT 3.000
BERM WIDTH -RIGHT 3.000
BED LEVEL 31.464
FSD UPTO BERM 5.000
FSD ABOVE BERM 4.661
FLOW DEPTH (D) ( in mtrs) 9.661 MFL + 41.125
MFL 41.125 9.661
AREA = (B+sD)D ( in Sqm) 521.561 BL + 31.464
VELOCITY (V ) = Q / A ( in m/s) 1.171 36.600 m
2
2 / 2g
VEL. HEAD = V (in mtrs) 0.070
0.5
PERIMETRE (P) = B + 2D(1 2+ s ) (in mtrs) 77.433
HYDRAULIC MEAN RADIUS (R) = A / P ( in mtrs) 6.736
4/3
SURFACE SLOPE (S) =2V 2 n / R 0.000067
EDDY LOSS(he) = 0.3(V2 2- V )/2g ( in mtrs) 0.000
2 1
FRICTION LOSS (H ) ( in mtrs) 0.044
f
TEL wrt MFL = MFL + VEL HEAD 41.195
TEL wrt PREVIOUS TEL = PRE.TEL + EDDY LOSS +FRI.LOSS 41.195 0.000 <---- Diff in TELs
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