N13078 - 2014.10.17 - 2 Of 2

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

LOCATION TIME SUB-CATCHMENT RUNOFF INLET DESIGN DRAIN DESIGN HEADLOSSES PART FULL DESIGN LEVELS
tc [1 [oo | c [A [GA [A] a Qg | ab te [| 1 [+a [ ot | om] ds | oll s vit 2g | Ku | hu | Kt | hl | Kw | hw | Sf | hf Vp
5 = = |= LE
é z= = z 2/2 |3s gliss 8
2 zi. |3 |S . - 5 siz |z B\28 3 e 5 5 a C
3 = Z 2 |/zZ../ 2 a|& a = = a 3 J=2z|].-/35/8 g = g/ze Suge elu |$ lg |8 3 ™ 4 |e 3 =| gs
zlz = £2 s |£2| 2 jesls./£)/ =) = /£.s2/s j22 2/2/23) 2] 4/2) 7/212.) 2 BS). S/sel5 2 | = 3 3 S\Z//2 /Ss/E | =| 3 |e jes zie |= ee) =
g BS w/t l/S8) 5 |/sHlH#t| SF) SB) So |Se See [Se e|;rz = s| = S|/S>|S|z=/|2/ S /S2/S2l7_les © Ze > lez’ leeifel] Sze jév > gis = a a) fe
2) 5 a 25 w/s /ES| 5s |$8/88/ 2) 3) 2 |ES/Eele_ (82) €/ 2/5) 7.8 |.2)3) 4/2 /2z) 3/2) 5) 2 |Ssle2/-2/Se SSE > (Bsog/2sieg| § 5 |598 > ZB l2Z/zg oa] &
z|/ 5 2 s2 3) 2 /Ss| = |BE/EZ| S| 2] s [SS/2E(/SS/E5| & | 2/83) 85 les) =) 5S) eleS/e2)2) =] & |PS/HSl e955 5 83 S |SSSSSESS| Fle |Fv/ES/=/S|/ 8/2 # | Ze| &
3| 2 3 as |2|/ 8 /de| 2 Se/h2] 2) 5] = lesiec/ez/s3| 5 || 2) 22 lee) 2/2) 8 (82) 8/2) Ss) 2 eelzees|22) 2 = 8 S lsh sseh/eslas| 2 lesles) 5) 8) 2/5) 5) 2) 4 l|es| 2
= s 2 = /Ssisoy5 2\S2/Se = 3 Ee lez| = = & /fzZ/SF/ZSl& e = a 3\<i 5 g/g¢d 2Sj2g/ a /a 8 2 =
a & & 3s S| a |a#2| 2 jfs\es| 3a) 8] s leaez|22/F2| 2) 2) se) oo SF 2) Sf] SSS) S|) E| | FS eselz2zl55 & & & S |SS|SH2/SSS¥H\sS) 5S lealee|/ a8 | S| 8 |S2\8 | 5] = lez) &
yrs % | min {mm/h ha [| ha | ha [Vs | Ws % [Us Us [Vs min_|mm/h | ha | Vs |WVs | Ws [Ws 1 %_| mm [m/s | min n 1 n nm % 1 m_| m/s nm 1 1 1 1 1
5 | EXIST525 | EXIST 525 EXIST 525 6.00 190 100 | 0.575 | 0.575 | 0.575 | 303 6.00 | 190 | 0.575 | 484 485 EXIST 525
100 to) 6.00 303 100 | 0.575 | 0575 | 0.575 | 484 6.00 | 303 | 0.575
5 WwW Ws EXIST 525 6 6.00 | 190 | 0.575 | 484 | 1727 a 485 | 60.201) 1.20 5258) 230 | 0.44 0270 | 150 | 0.404 150 | 0.404 | 137 | 0.824 16.073 | 16.449 | 16.853 16.853 | 17.265 Ww
100 toi) 6.00 | 303 | 0.575 (Pipe flow= $um upsty atten flows) (2.16) 15.351 | 15.625
5 618/T G18/T GIs B.00 140 | 0.83 | 0.79 | 0.267 | 0.21 | 0.211 82 82 200 | 154 1 60 a Gi/k B00 | 140 | O21 | 167 | 1994 | 107 60 1871 | 3.00 | 37513) 054 | 0.03 Qg 0.060 Oo 0.060 Do 375 0.015 | 651 | 0.097 651 | 0.097 | 0.12 | 0.002 15.314 | 15.627 | 15.724 15.124 | 16.249 | G18/T
100 to2/) B00 225 | 0,83 400 | 0,267 | 0.267 | 0.267 | 167 13.00 | 225 0.267 (Pipe flow= Grafe flow) (2.75) CHRT 32: Vo2/2qDo 0,04 H/Do 0,84 15.257 | 15.625
FLOW WIDTH/DEPTH 2.042Wd m Kg side flow 6.51 end flow 4.80
DDWNSTREAM 1.024)
5 au uy EXIST 525,618 6 B03 | 140 | 0.786 | 526 | 1994 wt 485 | 50,663) 873 | 525(3) 230 | 037 Go 0.485 Do 525, 0270 | 109 | 0.296 122 | 0328 | 137 | 0693 | 0.227 | 5.48 | 15.331 | 15.331 | 15.625 15.659 | 16.254 ws
100 to3/) 13.03 | 225 | 0.842 [Pipe flow= $um upsty atten flows) (5.81) Join Pipes: CHART b1 ti 20 Dp 525 theta 5 r/Dq 0.09 10.909 | 11572
VJ and 618/T Du 581 Pu/Do 1.1) Kd 109
Velt 2.240 Vel2 0.543 Kw 0.19 Vu 2.06 WSE 0.33}
Eq Dia 581 Angle 175 Flow 0.545 Ku 1.09 Kw 1.22
5 GIWVK GIVK Gn 10.00 156 | 0.83 0.79 | 0.219 | 0.173 | 0.173 b 91 0.00 189 | 105,107 91 a GI2/L 10.00 | 156 0.173 153 0 56 91 5,066 | 4.69 37513} 0.88 | 0.08 Qg 0,097 Qo 0,097 Do 375 0.039 | 489 | 0.193 489 | 0.193 | 031 | 0.016 11.208 | 11588 | 11.781 1.781 | 12.164 | GI/K
100 to3/) 10.00 251] 0.83 100 | 0.219 | 0.219 | 0.219 | 153 10.00 | 251 0.219 [Pipe flow=|Sum upsyream flows) (3.43) CHRT 32: Vo2/2qDo 0.11 H/Do 1.01 1.971 | 11572
FLOW WIDTH/DEPTH 2.248Wd m. Kg side flow 4.89 end flow 3.89
5 GI2/L GIL G2 3.00 140 | 0.83 0,79 | 0.377 | 0.298 | 0.298 | 116 16 0.00 189 | 105.107 | 116 a GIS 3.00 | 140 0.298 | 236 a 120 16 2st | 9.25 375(3)) 1.05 0.04 Qg 0,116 Qo 0.116 Do 375 0056 | 4.56 | 0.257 456 | 0.257 | O44 | 0.011 11.209 | 11583 | 11,840 NBAD | 12.164 | GI2/L
100 toi) B00 225 | 0.83 | 100 | 0377 | 0.377 | 0.377 | 236 13.00 | 225 | 0.377 Pipe flow=|Sum upstream flows) (4.82) CHRT 32: Vo2/2gDo 0.15 H/Do 1.00 W971 | 11572
FLOW WIDTH/DEPTH 2.704 We m Kg side flow 4.56 end flow 3.66
5 3d 3/d EXIST 525;618,61 6 B40 | 138 | 1257 | 887 | 997 | 209 | 678 | 15.569) 2.25 | s00(3) 240 | O11 Qo 0.678 Do 600 0.296 | 116 | 0.335 AT | 0344 | 122 | 0.190 W971 | 11.237 | 11572 1581 | 12.196 3d
100 tous) 1,012 B40 | 222 | 1438 [Pipe flow= $um upsty atten flows) (3.26) Routine 3.1 Qlv/Qo}0.13 L 0.06 HL 2.51 10.620 | 11.067
Join Pipes: No grate flow: H}L-0.2 = 2.31
GI2/L and 2/) Ku=Kw3 231
Vell 1.035 Vel2 2.208 Combined pipes in line cas}
Eq Dia 616 Angle 158 Flow 0592 Join Pipes:
Routine 2.13 Equiv defln 66 Eqy GI2VL & 2/Jjand GI1/}
CHART 49 Velt 1.988 Vel2 0.777
High vel lat Eq G12/L & 2/J Eq Dia 486 Angle} 165 Flow! 0.678
Dhv 616 Qhy 0.592 CHART 50 Du/Doll.t4 alphg 0
Dhv/Dly 1.6 Dhw/Do 1.03 Kw 0.05 Vu 1.83 WSE 0.22)
Qhv/Qo 0.87 H 257 Ku 0.72|Kw 0.75,
Low vel latrl G11/K Interpolated Kus 1.14 Kw=|1.17
Div 375 Qly 0.086 Div/Do 0.63
5 Ad) Ww EXIST 525;618,G1 6 B51 | 138 | 1257 | 883 | 2924 | 205 | 678 | 61297] 275 | 60013} 240 | 0.43 Qo 0.678 Do 600 0.294 | 152 | 0.447 179 | 0527 | 122 | 0.749 | 0.358 | 3.85 | 10.600 | 10.600 | 11.047 1127 | 11871 us
100 to5/) 1,012 B51 ra) 1438 [Pipe flow= $um upsty atten flbws) (3.60) CHART 50 Du/Do1,00 alpha 62 8915 | 9517
Kw 0.27 Vu 2.40 WSE 0.53
Ku 152 Kw 1.79
5 GI/S GI/S Gt B00 140 | 0.83 0,79 | 0.261 | 0.206 | 0.206 80 80 2.00 433 1 58 un GB/N 13.00 | 140 0.206 163 2046 | 104 58 6216 | 040 3758) 053 0.10 Qg 0,059 Qo 0,059 Do 375 0.0% | 4.21 | 0.060 421 | 0.060 | O11 | 0,007 8914 | 9524 | 9.584 9.584 | 9849 GIs
100 toS/) 3.00 225 | 0.83 100 | 0.261 | 0.261 | 0.261 | 163 3.00 | 225 0,261 [Pipe flow= Grate flow) (100) CHRT 32: Vo2/2qDo 0.04 H/Do 1.63 8.889 | 9517
FLOW WIDTH/DEPTH 1.76BWd m Kg side flow 4.21 end flow 3.38
DPWNSTREAM 0.857)
5 S/d S/d EXIST 525;G18,61 6 B94 | 136 | 1463 | 1029 | 2046 | 303 | 726 | 35.793] 250 | 600(3) 257 | 0.23 Qo 0.726 Do 600 0337 | 0.91 | 0.306 107 | 0359 | 140 | 0.501 8895 | 9.211 | 9.517 9570 | 9.963 S/d
100 to OUT/) 1,612,617 B94 | 218 | 1699 [Pipe flow= $um upst atten flows) (3.43) Join Pipes: CHART b1 ti 20 Do 600 theta 21 r/Do 0.36 8.000 | 8.710
Adj and GI/S Du 645 Du/Do 1.98 Kd 0.94
‘Vell 2.364 Vel? 0.519 Kw 0.21 Vu 2.22 WSE 0.36)
£q Dia 645 Angle 159 Flow 0.726 Ku 0.91 Kw 1.07
5 | EXIST 375 | EXIST 375 EXIST 1/M 6.00 190 1.00 | 0.302 | 0.302 | 0.302 | 159 6.00 | 190 | 0.302 | 254 5 EXIST 375
100 to/M 6.00 303 100 | 0.302 | 0.302 | 0.302 | 254 6.00 | 303 | 0.302
5 uM vy EXIST 1/M 6 6.00 | 190 | 0.302 | 254 | 2713 a 255 | 55.285} 650 | 3753) 231 | 0.40 0272 | 050 | 0.136 050 | 0.136 | 242 | 1.471 | 0.203 | 4.18 | 16.316 | 16.316 | 16.452 16.452 | 17.234 ve
100 to 2/M 6.00 | 303 | 0.302 [Pipe flow= $um upsty atten flows) (4.04) 12.122 | 12.790
5 2M 2M EXIST 1/M 6 640 | 185 | 0302 | 248 | 1795 a 255 | 33974 | 10.50 | 375) 231 | 0.25 Qo 0,255 Do 375 0272 | 032 | 0.088 O43 | O17 | 242 | 0.720 | 0.176 | 5.00 | 12.702 | 12.702 | 12.790 12819 | 13.843 uM
100 to 3/M 640 | 296 | 0.302 [Pipe flow= $um upsty atten flows) (5.14) CHART 50 Du/Do1.00 alpha 1 9135 | 9365
K’w 0.11 Vu 2.31 WSE 0.12
Ku 0.32 Kw 0.43
5 GI9/U GI9/U G9 3.00 140 | 0.83 | 0.79 | 0.424 | 0.335 | 0.335 | 130 BO | 49.45 | 768 1 30 40 GIB/N | 13.00 | 140 | 0.335 | 265 | 1657 | 175 90 | 12819 | 9.15 3758) 0.81 | 0.21 Qg 0.090 Qo 0.090 Do 375 0.033 | 812 | 0.271 812 | 0.271 | 0.26 | 0.034 | 0.105 | 358 | 10.616 | 10.414 | 10.685 10.685 | 11349 | G19/U
100 to 3/M 3.00 225 | 0.83 | 100 | 0.426 | 0.424 | 0.624 | 265 B00 | 225 | 0.424 [Pipe flow= Grafe flow) (4.80) CHRT 32: Vo2/2qDo 0.09 H/Do 0.00 9241 | 9365
FLOW WIDTH/DEPTH 1.132Wd m Kg side flow 8.12 end flow 6.20
DOWNSTREAM 0.478)
5 G20/V G20/V G20 8.00 140 | 0.83 | 0.79 | 0.337 | 0.266 | 0.266 | 103 103 | 1187 | 376 1 82 a G/M | 13.00 | 140 | 0.266 | 211 | 2359 | 129 82 | 11568 | 9.68 | 375(3) 0.76 | 0.19 Qg 0.082 Oo 0.082 Do 375 0.028 | 853 | 0.238 853 | 0.238 | 0.22 | 0.025 | 0.098 | 3.55 | 10.361 | 10.361 | 10.599 10.599 | 11296 | G20/V
100 to 3/M 3.00 225 | 0.83 400 | 0.337 | 0.337 | 0337 | 2m 3.00 | 225 0.337 (Pipe flow= Grafe flow) (4.93) CHRT 32: Vo2/2qDo 0.07 H/Do 0.00 9241 | 9365
FLOW WIDTH/DEPTH 1.478Wd m Kg side flow 8.53 end flow 6.41
DPWNSTREAM 0.511
CALCULATIONS TABLE
FILE: N13078-137.dwg DATE: 15-10-2014 TIME: 20.24
Xref's: X-N13078-TIT USR: Curtis Boorman
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