UNIFORM PLUMBING CODE OF

ABU DHABI: AN
ENVIRONMENTAL GUIDE FOR
WATER SUPPLY AND
SANITATION

TABLE 6-7

Separate Cold and Hot Water Supply Fixture Unit Values

Minimum
Water Supply Fixture Units
Fixture Branch
(WSFU)
Appliances, Appurtenances or Pipe Size
Occupancy
Fixtures1

mm2 Cold Hot Total

15 Private 1 1 1.4
Bathtub or Bath/shower
15 Public 3 3 4

Bidet 15 Private 1 1

Clothes washer 15 Private or Public 3 3 4

Dental Unit, cuspidor 15 Public 1 1

Dishwasher, domestic 15 Private or Public 2 1.5

Private or Public 0.5 0.5

Drinking Fountain 15
Assembly 0.75 0.75

Hose Bibb 15 Private or Public 2.5 2.5

Hose Bibb, each additional when used

15 Private or Public 1 1
with total demand
 Private, Public, or
Lavatory 15 0.75 0.75 1
Assembly

Lawn sprinkler, each head3 Private or Public 5 5

Sinks

Private 0.75 0.75 1

Bar 15
Public 1.5 1.5 2

Clinic, Faucet 15 Public 2.25 2.25 3

Clinic Flushometer Valve with

25 Public 8 8
or without faucet

Kitchen, domestic Private or Public 1.125 1.125 1.5

15
Laundry Private or Public 1.125 1.125 1.5

Private 1.125 1.125 1.5

Service or Mop Basin 15
Public 2.25 2.25 3

Washup, each set of faucets 15 Public 1.5 1.5 2

Shower, per head 15 Private or Public 1.5 1.5 2

Public 4 4
Urinal, 2L/flush flushometer valve 20
Assembly 5 5

Private or Public 2 2
Urinal, flush tank 15
Assembly 3 3

Wash fountain, circular spray 20 Public 3 3 4

Private or Public 2.5 2.5

Water closet, 6L/flush gravity tank 15
Assembly 3.5 3.5

Private or Public 2.5 2.5

Water closet, 6L/flush flushometer tank 15
Assembly 3.5 3.5
 Public 5 5
Water closet, 6L/flush flushometer
25
valve
Assembly 8 8

Notes:

1 Appliances, fixtures and appurtenances not included in this table may be sized by reference to fixtures having similar flow rates and frequency

2 The listed minimum supply branch pipe sizes for individual fixtures are the nominal (ID) pipe size.

3 For fixtures or supply connections likely to impose continuous flow demands, determine the required flow in L/min and add separately to the

SI: 1mm = 0.04in.; 1L = 0.26 gal.

TABLE 6-9

Conversion of Water Supply Fixture Units Equivalent to L/min

Demand
Demand (Load),
(Load),
Demand (Load) Water Supply
Fixture Units L/min per L/min per
System with System with
Flush Tanks Flush Valves

1 0 –

2 3.8 –

3 11 –

4 15 –

5 19 –

6 23 –
 8 25 –

10 30 102

12 34 110

14 42 114

16 45 121

18 49 125

20 53 132

25 64 144

30 76 155

35 87 167

40 95 178

45 102 185

50 110 197

60 121 208

70 132 223

80 144 235

90 155 246

100 167 257

120 182 276

140 201 295

160 216 314

180 231 329

200 246 348

225 265 367

250 284 382

275 303 401

300 322 416

400 397 477

500 473 537

750 643 674

1,000 787 787

1,250 908 908

1,500 1,011 1,011

1,750 1,113 1,113

2,000 1,215 1,215

2,250 1,317 1,317

2,500 1,419 1,419

2,750 1,522 1,522

3,000 1,635 1,635

4,000 1,987 1,987

5,000 2,245 2,245

6,000 2,434 2,434

7,000 2,593 2,593

8,000 2,718 2,718

 9,000 2,820 2,820

10,000 2,911 2,911

Valve Kv

1/2" GV - 1/2" 14 10751

3/4" GV - 3/4" 32

1" GV - 1" 57

1 1/4" GV - 1 1/4" 90

1 1/2" GV - 1 1/2" 129

2" GV - 2" 230

2 1/2" GV - 2 1/2" 360 V850 / V950

3" GV - 3" 519

4" GV - 4" 923

5" GV - 5" 1443

1/2" CV - 1/2" 8.53 10623

3/4" CV - 3/4" 15.55

1" CV - 1" 26.27

1 1/4" CV - 1 1/4" 46.49

1 1/2" CV - 1 1/2" 64.77

2" CV - 2" 112.24

2 1/2" CV - 2 1/2" 63 / 1.5l/s 150 / 5l/s 161 / 8l/s V914

3" CV - 3" 75/ 2l/s 202/ 6l/s 328/ 12l/s 428/ 20l/s

4" CV - 4" 168/ 4l/s 353/ 10l/s 447/ 15l/s 516/ 20l/s

5" CV - 5" 173/ 5l/s 361/ 10l/s 602/ 20l/s 689/ 30l/s

1/2" STR - 1/2" 14 V913

3/4" STR - 3/4" 32

1" STR - 1" 57

1 1/4" STR - 1 1/4" 90

1 1/2" STR - 1 1/2" 129

2" STR - 2" 230

2 1/2" STR - 2 1/2" 93 V912

3" STR - 3" 136

4" STR - 4" 229

5" STR - 5" 363

3" PRV - 3" 0.7 Bar / 262 l/m

213 106.5

1/2" DRV - 1/2" 2.15

3/4" DRV - 3/4" 4.78

1" DRV - 1" 8.11

1 1/4" DRV - 1 1/4" 15.41

1 1/2" DRV - 1 1/2" 22.23

2" DRV - 2" 48.21

2 1/2" DRV - 2 1/2"

3" DRV - 3"

4" DRV - 4"

5" DRV - 5"

Fig. 16 Friction Loss for Water in Plastic Pipe (Schedule
ng similar flow rates and frequency of use.

w in L/min and add separately to the demand in L/min for the distribution system or portions thereof.

Fig. 14 Friction Loss for Water in Commercial Steel Pipe (Schedule 40

MIXED WATER TEMPERATURE

Mixing water at different temperatures to make a desired mixed

water temperature is the main purpose of domestic hot water

systems. The design of systems that effectively do that is

the purpose of this manual.

1.7

P = (Tm – Tc)/ (Th – Tc)

where

Th = supply hot water temperature

Tc = inlet cold water temperature

Tm = desired mixed water temperature

Fundamentals of Domestic Water Heating 7

P is a hot water multiplier and can be used to determine the

percentage of supply hot water that will blend the hot and cold
water to produce a desired mixed water temperature. Values of P

for a range of hot and cold water temperatures are given in Table

1.1.
V850 / V950
or Water in Plastic Pipe (Schedule 80)
Commercial Steel Pipe (Schedule 40)
PUMP HEAD CALCULATION FOR COOLED COLD WATER BOOSTER PUMP VIP VILLA

Pumps No. : COOLED COLD WATER BOOSTER PUMP VIP VILLA

1000 Kg/m³
LENGTH TOTAL
INNER
TYPE OF SIZE AREA QTY WATER FLOW VEL. / EQ. FRICTION LOSS FRICTION
NODE LEVEL DESCRIPTION DIA K Value Remarks
MAT. LENGTH LOSS
mm mm Sq-m S+R l/s GPM m/s mtr Pa/m (Kpa)
COOLED COLD WATER BOOSTER PUMP VIP VILLA
COOLED COLD WATER BOOSTER PUMP (BP-02 GC-RF/PV)
1-2 SUCTION SIDE
1.00 PPR ST 75 54 2/5 0.002 1 2.30 36 0.99 5.80 250.00 1.45
2.00 STEEL GV 75 54 2/5 0.002 1 2.30 36 0.99 360.00 0.05 Kv from Catalog
3.00 PPR EL - 90 75 54 2/5 0.002 1 2.30 36 0.99 1.00 490.11 0.49
4.00 PPR TEE (Mn) 110 79 4/5 0.005 2 2.30 36 0.46 0.90 95.26 0.19
5.00 PPR TEE (Br) 110X75 79 4/5 0.005 1 2.30 36 0.46 1.40 148.18 0.15
3-4 Pumps SIDE
6.00 STEEL ST 40 40 0.001 1 2.30 36 1.83 2.40 800.00 1.92
7.00 STEEL EL - 90 40 40 0.001 1 2.30 36 1.83 1.20 2012.00 2.01
8.00 STEEL GV 40 40 0.001 1 2.30 36 1.83 129.00 0.41 Kv from Catalog
9.00 STEEL FC 40 40 0.001 2 2.30 36 1.83 129.00 0.82 Assumed as BFV
10.00 STEEL NRV 40 40 0.001 1 2.30 36 1.83 65.00 1.62 Kv from Catalog
11.00 STEEL Y-STR 40 40 0.001 1 2.30 36 1.83 129.00 0.41 Kv from Catalog
5-6
12.00 PPR ST 63 45 4/5 0.002 1 2.30 36 1.40 38.00 450.00 17.10
13.00 PPR EL - 90 63 45 4/5 0.002 9 2.30 36 1.40 1.20 1170.59 10.54
14.00 PPR TEE (Mn) 63 45 4/5 0.002 4 2.30 36 1.40 0.90 877.94 3.51
15.00 STEEL PRV 63 45 4/5 0.002 1 3.20 51 1.94 230.00 35.00 Fr. From Catalog
16.00 STEEL GV 63 45 4/5 0.002 2 2.30 36 1.40 230.00 0.26 Kv from Catalog
17.00 PPR ST 63 45 4/5 0.002 1 1.70 27 1.03 14.00 300.00 4.20
18.00 PPR TEE (Mn) 63 45 4/5 0.002 1 1.70 27 1.03 0.90 479.63 0.48
19.00 STEEL GV 63 45 4/5 0.002 1 1.70 27 1.03 230.00 0.07 Kv from Catalog
20.00 PPR RED 63x40 45 4/5 0.002 1 0.73 12 0.44 1.10 108.10 0.11
21.00 PPR ST 40 29 0.001 1 0.73 12 1.11 7.80 300.00 2.34
22.00 PPR TEE (Mn) 40 29 0.001 1 0.73 12 1.11 0.90 550.21 0.55
23.00 PPR EL - 90 40 29 0.001 1 0.73 12 1.11 1.30 794.74 0.79
24.00 PPR ST 32 23 1/5 0.000 1 0.43 7 1.02 8.80 650.00 5.72
25.00 PPR TEE (Mn) 32 23 1/5 0.000 1 0.43 7 1.02 0.90 466.08 0.47
26.00 PPR EL - 90 32 23 1/5 0.000 2 0.43 7 1.02 1.50 776.80 1.55
27.00 STEEL GV 32 23 1/5 0.000 1 0.43 7 1.02 57.00 0.07 Kv from Catalog

17 OF 28
 28.00 PPR RED 32x25 23 1/5 0.000 1 0.25 4 0.59 1.15 201.31 0.20
29.00 PPR ST 25 18 0.000 1 0.25 4 0.98 20.00 800.00 16.00
30.00 STEEL GV 25 18 0.000 1 0.25 4 0.98 32.00 0.08 Kv from Catalog
31.00 PPR TEE (Mn) 25 18 0.000 1 0.25 4 0.98 0.90 434.77 0.43
32.00 PPR EL - 90 25 18 0.000 1 0.25 4 0.98 1.70 821.24 0.82
33.00 PPR RED 25x20 18 0.000 1 0.10 2 0.39 1.20 92.75 0.09
34.00 PPR ST 20 14 0.000 1 0.10 2 0.61 6.90 500.00 3.45
35.00 PPR EL - 90 20 14 0.000 4 0.25 4 1.54 1.70 2004.98 8.02
36.00 STEEL AV 20 14 0.000 1 0.10 2 0.65 2.40 2500.00 6.00
Total Fricition Losses 127.40 Kpa
Total Fricition Losses 1.273966 Bar

PUMP HEAD CALCULATION FOR COOLED COLD WATER BOOSTER PUMP LABOR ACCOMMODATION

Pumps No. : COOLED COLD WATER BOOSTER PUMP LABOR ACCOMMODATION

1000 Kg/m³

LENGTH TOTAL
INNER
TYPE OF SIZE AREA QTY WATER FLOW VEL. / EQ. FRICTION LOSS FRICTION
NODE LEVEL DESCRIPTION DIA K Value Remarks
MAT. LENGTH LOSS

mm mm Sq-m S+R l/s GPM m/s mtr Pa/m (Kpa)

COOLED COLD WATER BOOSTER PUMP LABOR ACCOMMODATION
COOLED COLD WATER BOOSTER PUMP (BP-02 GC-RF/PV)
1-2 SUCTION SIDE
1.00 PPR ST 75 54 2/5 0.002 1 2.30 36 0.99 5.80 250.00 1.45
2.00 STEEL GV 75 54 2/5 0.002 1 2.30 36 0.99 360.00 0.05 Kv from Catalog
3.00 PPR EL - 90 75 54 2/5 0.002 1 2.30 36 0.99 1.00 490.11 0.49
4.00 PPR TEE (Mn) 110 79 4/5 0.005 2 2.30 36 0.46 0.90 95.26 0.19
5.00 PPR TEE (Br) 110X75 79 4/5 0.005 1 2.30 36 0.46 1.40 148.18 0.15
3-4 Pumps SIDE
6.00 STEEL ST 40 40 0.001 1 2.30 36 1.83 2.40 800.00 1.92
7.00 STEEL EL - 90 40 40 0.001 1 2.30 36 1.83 1.20 2012.00 2.01
8.00 STEEL GV 40 40 0.001 1 2.30 36 1.83 129.00 0.41 Kv from Catalog
9.00 STEEL FC 40 40 0.001 2 2.30 36 1.83 129.00 0.82 Assumed as BFV
10.00 STEEL NRV 40 40 0.001 1 2.30 36 1.83 65.00 1.62 Kv from Catalog
11.00 STEEL Y-STR 40 40 0.001 1 2.30 36 1.83 129.00 0.41 Kv from Catalog
5-6
12.00 PPR ST 63 45 4/5 0.002 1 2.30 36 1.40 38.00 450.00 17.10
13.00 PPR EL - 90 63 45 4/5 0.002 9 2.30 36 1.40 1.20 1170.59 10.54

18 OF 28
 14.00 PPR TEE (Mn) 63 45 4/5 0.002 4 2.30 36 1.40 0.90 877.94 3.51
15.00 STEEL PRV 63 45 4/5 0.002 1 3.20 51 1.94 230.00 35.00 Fr. From Catalog
16.00 STEEL GV 63 45 4/5 0.002 2 2.30 36 1.40 230.00 0.26 Kv from Catalog
17.00 PPR ST 63 45 4/5 0.002 1 1.70 27 1.03 14.00 300.00 4.20
18.00 PPR TEE (Mn) 63 45 4/5 0.002 1 1.70 27 1.03 0.90 479.63 0.48
19.00 STEEL GV 63 45 4/5 0.002 1 1.70 27 1.03 230.00 0.07 Kv from Catalog
20.00 PPR RED 63x40 45 4/5 0.002 1 0.73 12 0.44 1.10 108.10 0.11
21.00 PPR ST 40 29 0.001 1 0.73 12 1.11 7.80 300.00 2.34
22.00 PPR TEE (Mn) 40 29 0.001 1 0.73 12 1.11 0.90 550.21 0.55
23.00 PPR EL - 90 40 29 0.001 1 0.73 12 1.11 1.30 794.74 0.79
24.00 PPR ST 32 23 1/5 0.000 1 0.43 7 1.02 8.80 650.00 5.72
25.00 PPR TEE (Mn) 32 23 1/5 0.000 1 0.43 7 1.02 0.90 466.08 0.47
26.00 PPR EL - 90 32 23 1/5 0.000 2 0.43 7 1.02 1.50 776.80 1.55
27.00 STEEL GV 32 23 1/5 0.000 1 0.43 7 1.02 57.00 0.07 Kv from Catalog
28.00 PPR RED 32x25 23 1/5 0.000 1 0.25 4 0.59 1.15 201.31 0.20
29.00 PPR ST 25 18 0.000 1 0.25 4 0.98 20.00 800.00 16.00
30.00 STEEL GV 25 18 0.000 1 0.25 4 0.98 32.00 0.08 Kv from Catalog
31.00 PPR TEE (Mn) 25 18 0.000 1 0.25 4 0.98 0.90 434.77 0.43
32.00 PPR EL - 90 25 18 0.000 1 0.25 4 0.98 1.70 821.24 0.82
33.00 PPR RED 25x20 18 0.000 1 0.10 2 0.39 1.20 92.75 0.09
34.00 PPR ST 20 14 0.000 1 0.10 2 0.61 6.90 500.00 3.45
35.00 PPR EL - 90 20 14 0.000 4 0.25 4 1.54 1.70 2004.98 8.02
36.00 STEEL AV 20 14 0.000 1 0.10 2 0.65 2.40 2500.00 6.00
Total Fricition Losses 127.40 Kpa
Total Fricition Losses 1.273966 Bar

19 OF 28
COLD WATER BOOSTER PUMP (BP-01 GC-RF/PV)
PROJECT DESIGN & BUILD VILLA,SHEEP HOUSE AND CAMEL SHED AT AL WAFIYA - AL KHATIM

CLIENT M/S
CONSULTANT
MAIN CONTRACTOR
MEP CONTRACTOR
COLD WATER BOOSTER PUMP VIP VILLA, Flow Calculation Formula Values Units Source
Total water Supply Fixture Unit - Golf Club House 73 (WSFU)

Convert WSFU to L/M F1 135.6 L/M TABLE 6-9, Conversion of Water Supply Fixture Units
Equivalent to L/min - UNIFORM PLUMBING CODE OF ABU DHABI
Total water Supply required flow - (+Safety Factor 25% ) F1*1.25/60 2.9 L/s

COLD WATER BOOSTER PUMP VIP VILLA, Head calculations

Formula Values Units Source

WATER DISTRIBUTION SYSTEM IS DESIGNED TO SUPPLY INLET PRESSURE P4 2.5 Bar

Pumped main pipe pressure loss calculation

Pressure loss due to friction P1 12.70 m

Static head P2 0m
Required residual pressure P3 25 m
Head of pump P4=P1+P3-P2 37.70 m
say 40.00 m

Summary Pump Selection

Pump flow rate 3 l/s 3.00 L/S

Head of pump 40 m 40 M

PROJECT DESIGN & BUILD VILLA,SHEEP HOUSE AND CAMEL SHED AT AL WAFIYA - AL KHATIM

CLIENT M/S
CONSULTANT
MAIN CONTRACTOR
MEP CONTRACTOR
COLD WATER BOOSTER PUMP LABOR ACCOMMODATION , Flow Calculation
Formula Values Units Source
Total water Supply Fixture Unit - Golf Club House 27 (WSFU)

Convert WSFU to L/M F1 69 L/M TABLE 6-9, Conversion of Water Supply Fixture Units
Equivalent to L/min - UNIFORM PLUMBING CODE OF ABU DHABI
Total water Supply required flow - (+Safety Factor 25% ) F1*1.25/60 1.5 L/s

COLD WATER BOOSTER PUMP LABOR ACCOMMODATION, Head calculations

Formula Values Units Source

WATER DISTRIBUTION SYSTEM IS DESIGNED TO SUPPLY INLET PRESSURE P4 2.5 Bar
Pumped main pipe pressure loss calculation
Pressure loss due to friction P1 12.70 m
Static head P2 0m
Required residual pressure P3 25 m
Head of pump P4=P1+P3-P2 37.70 m
say 40.00 m

Summary Pump Selection

Pump flow rate 1.5 l/s 1.50 L/S
Head of pump 40 m 40 M
 PROJECT :PP13107-YAS ACRES

PLUMBING PUMPS

MOTO
PROPOSED PROPOSED
SPECIFIED R NOISE ELECTRICAL QTY
SL AREA OF COUNTRY FLOW HEAD
VS TYPE REFERENCE NO MAKE SERIES MODEL POWER PRESSURE WORKING
RPM
CONFIGUR
NO. APPLICATION OF ORIGIN VESSEL PRESSURE ATION
PROPOSED LpA
(LPS) (MT) (KW) (V/PH/HZ) (SET)
dB
SPECIFIED COOLED COLD GC-ROOF 4 30 2900 415/3/50 1D+1S 1 SET
2 WATER BOOSTER BP-02 GC-RF/PV WATER TANK
PUMP ROOM XYLEM 15SV03N0 100LTR,10
PROPOSED e-SV ITALY 4 30 3 <70 16 BAR 2900 415/3/50 1D+1S 1 SET
GOULDS 30T BAR
 TABLE 6-9
Conversion of Water Supply Fixture Units
Equivalent to L/min
Demand (Load) Demand (Load), Demand (Load),
Water Supply L/min per L/min per L/s
Fixture Units System with System with
Flush Tanks Flush Valves m3/sec m/s
1 0 0 0 0 1.5
2 3.8 0 0.0633333 6.333E-05
3 11 0 0.1833333 0.0001833
4 15 0 0.25 0.00025
5 19 0 0.3166667 0.0003167
6 23 0 0.3833333 0.0003833
8 25 0 0.4166667 0.0004167
10 30 102 0.5 0.0005
12 34 110 0.5666667 0.0005667
14 42 114 0.7 0.0007
16 45 121 0.75 0.00075
18 49 125 0.8166667 0.0008167
20 53 132 0.8833333 0.0008833
25 64 144 1.0666667 0.0010667
30 76 155 1.2666667 0.0012667
35 87 167 1.45 0.00145
40 95 178 1.5833333 0.0015833
45 102 185 1.7 0.0017
50 110 197 1.8333333 0.0018333
60 121 208 2.0166667 0.0020167
70 132 223 2.2 0.0022
80 144 235 2.4 0.0024
90 155 246 2.5833333 0.0025833
100 167 257 2.7833333 0.0027833
120 182 276 3.0333333 0.0030333
140 201 295 3.35 0.00335
160 216 314 3.6 0.0036
180 231 329 3.85 0.00385
200 246 348 4.1 0.0041
225 265 367 4.4166667 0.0044167
250 284 382 4.7333333 0.0047333
275 303 401 5.05 0.00505
300 322 416 5.3666667 0.0053667
400 397 477 6.6166667 0.0066167
500 473 537 7.8833333 0.0078833
750 643 674 10.716667 0.0107167
1,000 787 787 13.116667 0.0131167
1,250 908 908 15.133333 0.0151333
 1,500 1,011 1,011 16.85 0.01685
1,750 1,113 1,113 18.55 0.01855
2,000 1,215 1,215 20.25 0.02025
2,250 1,317 1,317 21.95 0.02195
2,500 1,419 1,419 23.65 0.02365
2,750 1,522 1,522 25.366667 0.0253667
3,000 1,635 1,635 27.25 0.02725
4,000 1,987 1,987 33.116667 0.0331167
5,000 2,245 2,245 37.416667 0.0374167
6,000 2,434 2,434 40.566667 0.0405667
7,000 2,593 2,593 43.216667 0.0432167
8,000 2,718 2,718 45.3 0.0453
9,000 2,820 2,820 47 0.047
10,000 2,911 2,911 48.516667 0.0485167

27 68.8 1.1466667 0.0011467

0 68.8

0.5733333

12
2
5
 Pipe Size (OD) PPR PIPES

MM
SQRT((Q1*4)/(3.14*V1))
0 0 20
0.00733391234927 7.3339123 20
0.012477864335384 12.477864 20 20
0.014571006315731 14.571006 25 25
0.016399126553994 16.399127 25 32
0.018042962018879 18.042962 32 40
0.018811088266103 18.811088 32 50
0.020606514749131 20.606515 32 63
0.021937310153868 21.93731 32 75
0.024381957061496 24.381957 40 90
0.025237723256254 25.237723 40 110
0.026335523572545 26.335524 40 125
0.027389357942838 27.389358 40 160
0.030097741225765 30.097741 50
0.032798253107987 32.798253 50
0.035091630131812 35.09163 50
0.036669561746352 36.669562 63
0.037996535767895 37.996536 63
0.039458471634398 39.458472 63
0.041384394185427 41.384394 63
0.043224589997675 43.22459 63
0.045146611838648 45.146612 63
0.046839232048378 46.839232 75
0.048618566812734 48.618567 75
0.050755091015359 50.755091 75
0.053338640924861 53.338641 75
0.055293081310091 55.293081 90
0.057180757828289 57.180758 90
0.059008078183165 59.008078 90
0.061244466220259 61.244466 90
0.063402018850651 63.402019 90
0.050727195937124 50.727196 75
0.067510582117221 67.510582 110
0.074961655685233 74.961656 110
0.081822828293864 81.822828 125
0.073896697276436 73.896697 110
0.10554344922567 105.54345 160
0.1133670488129 113.36705 160
0.119624323482214 119.62432 -
0.125513806009293 125.51381 -
0.131139056841581 131.13906 -
0.136532739515694 136.53274 -
0.141721295823956 141.7213 -
0.146774714109932 146.77471 -
0.152125772079505 152.12577 -
0.167703779559966 167.70378 -
0.178259255999824 178.25926 -
0.185611210828655 185.61121 -
0.191577797176088 191.5778 -
0.196141116494268 196.14112 -
0.199787572961831 199.78757 -
0.202985501802388 202.9855 -

0.031206002289786 31.206002 50

249.3333
 2.8 14.4
3.5 18
4.4 23.2
5.5 29
6.9 36.2
8.6 45.8
10.3 54.4
12.3 65.4
15.1 79.8
17.1 90.8
21.9 116.2