FLOOD10265

• County: Weld
• Basin: South Platte
• Title: Joint Southern Weld County Water System
• Date: 2/23/1989
• Prepared For: Weld County
• Prepared By: Consultants
• Floodplain - Doc Type: Community File

I

r

(

I

I

I

,

th' r- r-

r-. r

rH r

r

r .

r

r....

TABLE 1
(SUMMARY OF HYDRAULIC CALCULATIONS CONTINUED)
COMPo lOCATION & DESCRIPTION QUANTITY PIPE MAXIMUM HEAD LOSS PRESSURE AT END
NO. OF COMPONENT OF FLOW DIAMETER VELOCITY PER 1000 FT OF COMPONENT
Q (MGO) D (IN.) V (FT/SEC) hf(FT) STATIC MAX. DAY
FEET FEET
20 Pl at tev i lle Bf.anch
1 . 7,BOO 2.5 12 4.9 7.09 189 89.5
21 FOft Lupton Bfanch
1 = 47,470' 8.7 30 2.7 0.82 119 35.8
22 Main line ffom FOft
Lupton Bl'anch to Eaton-
Ault Bfanch I = 2,550' 16.9 36 3.7 1.14 359 307.8
23 Eaton-Ault Branch from
main line to PRV , E-A-l
N 1 = 24,300 6.1 30 1.9 0.43 457 395.4
- 23 PRV # E-A-1 (Eaton-Ault Branch) Elevation 4,766 (20 ft. head loss assumed) 376 375.4
23 Eaton-Ault Branch from
PRV IE-A-l to Eaton Branch
1 =44,335' 6.1 24" 3.0 1.26 314 257.5
24 Eaton Branch 1 =5,BOO 4.1 14" 5.9 8.36 162 57.0
25 Ault Branch I =21,100 2.0 20 1.4 0.39 82 17.3
26 Main line from Eaton-Ault
Branch to PRV #3 I =7,750' 10.8' 24 5.3 3.64 463 383.6
26 PRV #3 Elevation 4,760 (20 ft. head loss assumed) 364 363.6
26 Main line from PRV #3 to
middle CWCWD connection
1 =8,555' 10.8 24 5.3 3.64 342 310.5
27 Main line from middle
CWCWD connection to Evans
Branch 1 = 5,250 9.9 24 4.9 3.09 407 359.3
28 Evans Branch 1 = 5,250 7.0 18 6.1 6.61 254 171.6
29 Main line from Evans Branch
to PRV #4 1 = 6,850' 2.9 16 3.2 2.29 464 400.6
29 PRV #4 Elev~tion 4,660 (20 ft. head loss assumed) 381 380.5
29 Main line from PRV 114 to
LaSalle Branch 1 = 1,175' . 2.9 16 .3.2 .2.29 384 3BO.9
30 LaSalle Branch i . 9,800' 2.0 12" 3.9 4.69 261 211.9
-
....