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K.M. L.L. K.M. L.L. K.M. L.L.: Produced by An Autodesk Student Version

The document contains three diagrams showing longitudinal profiles of roads. Each diagram depicts elevation along the x-axis against distance along the y-axis. The first road profile shows elevation dropping steadily over 4.8 km from 3.3 m to 1.4 m. The second road falls from 3 m to 1.9 m over 4 km. The third road decreases from 2.5 m to 1.9 m over 3.5 km. Each diagram also includes lines for water level (W.L.) and longitudinal level (L.L.) at various points along the roads.

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Saif Ashraf
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33 views1 page

K.M. L.L. K.M. L.L. K.M. L.L.: Produced by An Autodesk Student Version

The document contains three diagrams showing longitudinal profiles of roads. Each diagram depicts elevation along the x-axis against distance along the y-axis. The first road profile shows elevation dropping steadily over 4.8 km from 3.3 m to 1.4 m. The second road falls from 3 m to 1.9 m over 4 km. The third road decreases from 2.5 m to 1.9 m over 3.5 km. Each diagram also includes lines for water level (W.L.) and longitudinal level (L.L.) at various points along the roads.

Uploaded by

Saif Ashraf
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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PRODUCED BY AN AUTODESK STUDENT VERSION

(4,0) (4,0) (4,0)

(3,0) L.L=3
9.5 cm
(3,0) L.L=2
7.5 cm/km (3,0) L.L=1
7.15 c
/km m/km

(2,0) W.L.=20
cm/km (2,0) (2,0)
W.L.=20 W.L.=17
cm /km cm/km

(1,0) (1,0) (1,0)

(0,0) (0,0) (0,0)

K.M. 0 1 2 3 4 4.8 K.M. 0 1 2 3 4 K.M. 0 1 2 3 3.5

L.L. (3.30) (2.904) (2.508) (2.112) (1.716) (1.40) L.L. (3.00) (2.725) (2.45) (2.175) (1.90) L.L. (2.50) (2.328) (2.157) (1.98) (1.90)

W.L. (2.20) (2.10) (1.90) (1.70) (1.50) (1.34) W.L. (1.85) (1.65) (1.45) (1.25) (1.05) W.L. (1.60) (1.4285) (1.257) (1.085) (1.00)

).( ‫ج‬.‫ج‬ ).( ‫ج‬.‫ج‬ ).‫ج (ت‬.‫ج‬

(4,0)

(3,0) L.L=2
1.25 c
m/k m

(2,0)

PRODUCED BY AN AUTODESK STUDENT VERSION


PRODUCED BY AN AUTODESK STUDENT VERSION

0.5 m W.L.=12
cm
(1,0) /km

(0,0)

(-1,0)

(-2,0)

K.M. 0 1 2 3 4 5 6 7 8 9 10 11 12

L.L. (3.30) (3.20) (3.10) (3.00) (2.85) (2.65) (2.38) (2.16) (1.90) (1.50) (1.26) (1.07) (0.75)

(1.58)
W.L. (2.30) (2.18) (2.06) (1.94) (1.82) (1.7)
(1.08)
(0.96) (0.84) (0.72) (0.60) (0.48) (0.36)

(4,0) L.L=9
(4,0) (4,0)
.7 cm
/km

(3,0) (3,0) L.L=1


8.8 cm
/km
(3,0) L.L=1
3.25 cm/km
W.L.=10
cm/km
(2,0) (2,0) (2,0)
W.L.=19
cm/km W.L.=14
cm/km

(1,0) (1,0) (1,0)

(0,0) (0,0) (0,0)

K.M. 0 1 2 3 3.6 K.M. 0 1 2 3 4 4.5 K.M. 0 1 2 3 4 4.9

L.L. (3.30) (3.202) (3.105) (3.008) (2.95) L.L. (3.00) (2.811) (2.622) (2.433) (2.244) (2.15) L.L. (2.50) (2.36) (2.23) (2.10) (1.96) (1.85)

W.L. (2.20) (2.10) (2.00) (1.90) (1.80) W.L. (1.85) (1.66) (1.47) (1.28) (1.09) (0.995) W.L. (1.60) (1.46) (1.32) (1.18) (1.04) (0.914)

Name Saif Ashraf Helmy


Section 6
Under supervision of TA Eng. Aya Bakr

PRODUCED BY AN AUTODESK STUDENT VERSION

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