Engineering Drawings Part 3

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

LOCATION TIME SUB-CATCHMENT RUNOFF INLET DESIGN DRAIN DESIGN HEADLOSSES PART FULL DESIGN LEVELS
tc [| | [co | C [A [GA [+A] 0 Qg [ab tc | | [+A [ or [Qn [ Os [| ] Lis vit dag | ku [| w [Kt | hl | Kw | hw | Sf_| bf Vp
e s = = =e
a z = = z|2 |&s Biss 8
w g e s e S\z x ales 3 KE = uo
s = S siz |2 Sle] _ |e = 5 s 2 mle |g = S|>a & o eal. |S lu {8 uw 2 4/e z 3 s
2 Ss Hg S/Eys/ Ee lrele SJE) =e loale 5 2/2 2 sl/&B)/=2/zZz]/f = fa S/62/= =s2Z E/Z_|/2 |S./= 5| Zila |sa a |S z xad| =
z|# cS Se © |S58| = |S8\54/5)2) 2 |Seleezie |SZz| # |ela2 #/] 8) =|] «|S /§.|/8/=/2)/ 8 |x8l/8SlS8_le. # z2 o lzzelSulee|".| SZ) 2/2 [2a a5 = Se| #
=/ 2 a aa 2) S /22) 3 /25/S8/ 2/35) 2 /eZeelenjes| = |e) al velezt) al] ye | 2 i/2e)2)6/ 2] & \ssleetslee Ss 5 & = |28/e8les\w42) os Sis |ee z/ eo |B a|3 ua! 2
@\/ 2) 2 | sé |2/8\ze| 2/28/82) 2/3) 2 |geles/e2is2| 5 || 2) 22 \22/2) 2 | 8 (82/8) 2) 2) 2 |elze/s2 22 22 3 5 esos lee/-gla8) 2 e8/es/—/3) 2 /2s|2)2] 4 ee] 2
ag S |82| 2 l|S3/se 2/e2 2 2 /s)/e]s =| = = |Z=| 2/2) 8/ # |#ze/Se/= 2 d |LS/LS|eSlzSlee eSjes| 8] 2 Ss 2 |ss
#) & & as =| a |a2| 2 |@e/es|/a)28 | 8 |e4jezZ\ee/F2) 2 | 2)e) 55 [Se] 2) 2 | fF /S5) 2) | 2] = FSlSe/FZIE5 & BS ES |SS|S#/Scls#i/se] 5 |Fale#| 8) S| 8 |S2/S |] 5) Ss lez) &
yrs % [nin [mm/h ha_[ ha_| ha [Us [Ws Us Us_[ Ws min_[mm/r | ha [Vs [Ws [Us [Vs | m | % | mm [mis | min n m n a mf[mi[ws[m{[o{[mf[oi{ oto
5 GRIN GIN GB B.00 0 | 0.83 079. 0.197 0.156 | 0.156 a m2 909, 189 108.107 7 0 B00 0 0156 1B 2643 1 m2 6.015, 050 52513)} 0.58 0.10 oon 250 0.063 250 0.043 | 0.09 0.005, 8.003 8105 8188 8788 | 8.952 GIN
100 te G/M B.00 25 | 083 100 0197 o197 | 0.197 1B B00 ms 0.197 [Pipe|tlow= Grate flow) (139) 1913 8.740
FLow|WOTH/DERTH 2373Wém
5 awe cue EXIST 174,619,620] 300 wo | oss | ars ] oni | ons | ous | 56 n au | 189 108.107 7 0 so | war | tzoz | ass | rao | 333 | ssz | 3999 | oso | soi] 061 | 007 Qg 0.075 Bo 0.552 Do 1060 coy | 145 | 0028 14s | 0078 ] 006 | o002 ame | saz | 8140 smo | 399 | Gus
100 to OUT/M 613,014 3.00 ms | oss | too | ore | ort | owt | 13 sy | am | tga Pipe flow=|Sum upstrlatten floms) x2 | (17) Routine 22 37M and IBN 356 | 8710
FLOW|WIDTH/DEPTH 1.387¥d m CHART 48. ‘Vell 0.55) Vel2 1.65¢
Du/De 0.50 Qu/Oo 0.22 K 1.77 Eq Dia 66h Angle 119 Flow 0.471
4/0620 cht Ug/06 8% Kg 0.08 CHART 3} angle 0
4/0 15 chrt Og/Qe 0.14 Kg 0.05, $/0 25
4/001 nterp value Kg 085 DusDo 043 04/00 Of K-167
Ku=Kw= 1.82 ‘$/Do 1.64 cor 0.12 Kh -155 Kw F155.
Combined pipes in line case Interpolated Ku= 1.45 Kw= 1.45]
Join Pipes:
5 VRS RWS, ny 10.00 we | 082 | a7s | oasn | 00s | o066 | 29 ~ 050 88 1050.05 2» . voor | 56 | 0066 ST 397 a 2 | 4000 | 075 | zs] 063 | 007 Qg 0.029 Do 0.029 Do 225 oz | 761 | 0156 rer | assy | oat | o008 16569 | 16619 ] 16.73 173 | 1020 | vAWS
100 to 2/RWS 10.00 ai} os2 | ass | oss | o0sz | 0082 | 57 voor | 251 | 0082 WPipe|tlow: Gratp flow) (am) HRT 32: Vo2/2qDo 0.08 H/Do 0:21 16539 | 16611
+FLOW|WIDTH/DEPTH 0.129¢d m Kg side flow 7.61 end flow 5.81
5 URWS DIRWS: ny 6 10.07 56 0.066 ST 997 B ry 14,959 075 ‘2A5IUt} 0.63 025 Qo 0.029 Do 225 0,020 180, 0,036 220 0,044 O21 0.031 16519 16575, 16.611 16.619 11.016 DIRWS:
100 40 3/RWS yooT | 250 | o0sz Pipe flow-|Sum upstr|atten flows) (at) CHART 50 Du/Do1.00 alpha 90 1607 | 16566
Kv 030 W013 WSE 004
Ku 180 Kw 220
5 B/RWS 3/RWS- 179,178 10.00 156 0.82 O78 0.079 0.062 0.062 u an 050 88 1080.05, a 0 1032 154 0.128 1 997 5k 55 26642 0.75, 225(U}) 121 034, Qg 0.027 Oo 0.055 Do 225 0.075 20 0.157 249 0.186 075 0.184 16387 16387 16.544 16573 | 16.864 3/RWS-
100 to 4/RWS. 10.00 asi | ose | ass | 0079 | 0077 | 077 | 54 32 | ns | 0159 Pipe tlow-|Sum upstr|atten flows) (am) ‘Angle 11 Chart 47 $/Do 25 chartdeg Interp va) for $/DoJ.77 Kw 2.4 46.202 | 16.202
FLob|WOTH/DEPTH o.20Wém Du/Do 100 KO 192 KOS 212 HART
dy/te 052 087K 212 $)Da 20 2.04 Ka 182 192
1D» 20 KO 246 KOS 240K 240 Da 15 fo 209 KO 23142
1D» 15 KO 267 KOS 258K 259 ner va for S/Do 7 Ku 2.
5 AJRWS. A/RWS: 179,118,177 10.00 156 082 O18 0.071 0.055, 0.055 ry by 0.50 88 1050.05, ry a 10.66 152 0.183 155 997 n 8 39.197 100 3001UI} 1.07 0.62 Qg 0.023 Oo 0.078 Do 300 0.058 6.14 0358 6h 0358 0.43 OB 0.181 174 15.202 15.202 15.560 15560 | 16.678 4/RWS:
100 to S/RWS 10.00 ast | os2 | oss | oom | 0070 | oo | 49 rss | 244 | 0229 Pipe flow=|Sum upstrlatten floms) (193) Flow 3/RW5 made eqy grate flow 14.904 | 14.685
FLOW|WIDTH/DEPTH 0.107 idm CHRT 32: Vo2/2gDo 0.19 H/Do 0.00
Kg side flow 6.14 end flow 4.97
K vals above for stepped pipes as grate flow
5 S/RWS S/RWS TIS.AT8.AT7.116 10.00 56 | 082 | 078 | oor | o0ss | ooss | 25 B 050 88 1050.05 B . nas | ws | ozs | 200 997 100 wo | 7387 | 3.00 3m5i3]] ost | az Qg 0.02% Qe 0.100 De 375, oo | 637 | 0296 ot | oz | 033 | oo rest | 12.167 | 1061 ost | 5285 | S/aWs.
100 fo S15/P 1000 at] os2 | oss | oom | 0973 | 0073 | 51 nz | zs | 0302 Pipe flow=|Sum upstr|atten floms) (275) Flow 4/RWS made equ grate flow russ | 12743
FLOW WOTH/DEPTH Os1VH w CHAT 32: Veo 25De AT H/D0 0.2
Ka side flo 697 end few 537
Aras above for stepped pipes as grate flow
5 Gi5/P GIS/P 119,118177.116, 600 jo | oa | ose | 0067 | 0056 | 0056 | 30 30 | 600 | 27 1 30 0 oF go | us | o2sr | zu | 2634 | tor | m3 | sooo ] 100 | 37a] in | oos (Qg 0.023 Oo 0.123 Do 315 0063 | 090 | 0056 090 | ons | 04s | 0030 12435 | 12687 | 12.43 nus | pan | aie
100 to GI6/P 6.00 303 088 100 0,067 0.067 0.067 3 140 Be 0.369 [Pipe flow=|Sum upstrlatten flows) (159) CHART 33 Angle 11 12375 12.657
FLow|WDTH/DEPTH O3TeWam 10925
Du/Do 108 6 019K 78
S1Do 182 cor 0: Ky 0.90 Kw 0.90
5 Gi6/P GI6/P 179,178;171,176 615 13.00 140 0.83 019 0.470 0371 037 Wh th 6.00 267 1 103, WW GF B.00 140 0.668 52h 2634, 305 ny 0.979 | 14.00 315(3}) 199 0.09 Qg 0.103 Qo 0.219 Do 375 0.202 wn 0345 An 0345 157 om 0.149 53h 12312 12312 12657 12657 | 13377 GI6/P
100 toe 1616 13.00 m5 | 083 | 100 | 0470 | 0470 | 0470 | 294 oo | 225 | 0839 Pipe flow=|Sum upstrlatten flems) (534) CHART 33 Angle 10 v.75 | 10.549
FLOW|WIDTH/DERTH 2.056Wd m ‘$/0025
JOWASTREAM 108m, Du/De 100 ng/Q6 0.47 146
1D» 192 cor 025 ku Kw 11
5 wp vp 119,178,177 176,61: ‘16 BO9 140 0.668 522 997 3B a9 8.644 050 315(3]) 1.99 0.07 Qo 0.219 Do 375 0.202 180 0364 185 0374 AST 0.135 9518 9.935, 10.299 10.309 ATH vp
100 to 0UT/P 1616 Boy | 226 | 0839 Pipe flow=|Sum upstr|atten floms) (na) Flow G16/P made equ grate flow CHART 54 411257 Do|375 theta r/Do 33} 947s | 9800
CHRT 32: Vo2/290o 054 H/Do 1 1375 De 140K 180
Kg side flow 2.93 end flow 2.67 Kw 0.05 fu 199 WSE 037
K vals above for stepped pipes as grate flow Au tab Kf 185
grate tlow decreased by 0.219 from GI6/P. K vals stfp pipes a9 pipe flow Ku 180 Kw [85
5 N/a w/o 16 a0 | uo | ooo | 66 997 a os | ass7 | oso | zs] 144 | 009 0g 0.066 fo 0.066 Do 225 ‘oie | 357 | 0377 357 | 0377 | 106 | 0087 315 | 8302 | 8679 sem | 9000 w/o
100 toa 00 | 225 | a6 (Pipe|flow set by user) (0.9) HRT 32: Vo2/2qDo 0.44 H/De 0.53 84 | 825
Ag side flow 357 end flow 317
5 va vo 16 B09 0 0,000 6 997 a 6 4500 050 DSI] 144 0.05, Qo 0.066 Do 225 0.106, 012 0.076 103, 0.09 106 0.008 ah 839 825 8248 | 9.000 va
100 ‘to OUT/O. B09 mh 0.106 [Pipe flow-|Sum upstr|atten flows) (0.99) CHART 50 Du/Dot.00 alpha 30 8.091 8.091
K'w 0.23 Wu 1.66 WSE 0.11
KUNTD Kw 103
5 INR IN/R 16 0.00 202 0.000, 0 997 0 0 14.390 0.40 375(3}) 0.00 024 0.000 0.20 0.000 0.20 0.000 0.00 0.000 6.683 6.625, 6.625, 6.625, 1300 INR
100 +0 0UT/R ooo | 321 | 0900 Pipe|flow= Gratp flow) (100), 6625 | 6625
5 RW RWS 151 B00 wo | oz | ae | 0067 | o0s2 | o052 | 20 a 050 88 1050.05 w . 00 | uo | 0052 at 997 a ao | 22500 | 100 stu] uu | 038 Qg 0.020 Do 0.020 Do 225 oo | 100 | o061 100 | ast ] 01 | ooze | cov | 123 ] tones | 16327 | 16388 1308 | 1857 | VRWE
100 to 2/RWe 300 ms | os2 | a98 | 0067 | 0.066 | 0.066 | 41 00 | 225 | 0066 WPipe|tlow= Gratp flow) (140) HRT 32: Vo2/2qDe 0.04 H/Do 0.00 Upstream HGL 16.38¢ below ouflet wert | 16.109
FLOW|WOTH/DEPTH 048844 m Kg si flow 3.61 en flow 6.92 pie by Js.
Part fll ownstrean pipe Set Kp 1
5 URW URWA 151150 10.00 156 | 082 | ore | 0063 | 0049 | onus | 21 a 050 88 1080.05 a o 33s | Be | ot 9 997 wt 38 | 20000] 100 msl] 08s | 033 ig 0.019 Oo 0.038 Do 225 0036 | 100 | aos, 100 | oo, | 036 | oove | ou | tgs | trout | t4.951 | 15035, 15.035 | 16.158 | 2RWA
100 to 3/RW4 10.00 at} ose | a8 | 0.063 | o0s2 | 0062 | 43 pis | mr | ane Pipe flow-|Sum upstrlatten flows) (1401 Flow /RW4 made eqv grate flow Part fulldownstreap pipe walt | 14.750
FLow|WOTH/DEFTH 0083W em HRT 32: Vo2/ Do 15 W/o 040 Upstrea HL 15.034 below out
Kg sie ow 698 ed ow 549 pipe by Js.64
K als above for stepped ies arate flow Set Kp 1
5 3/RWA SRW 151,150,149 10.00 156 082 O78 0.064 0.050 0.050 a a 0.50 88 1080.05, aD 0 B11 BI 0.151 1m 997 59 37 20.000 100 DSU} 125 027 Qg 0.019 Qo 0.057 Do 225 0.080 4ST 0372 467 0372 080 0.161 0.177 158 13.241 B.241 BB BEB 15.356 S/RWG
100 to W/RWS 10.00 ast | os2 | oss | 0064 | 0.063 | 063 | 44 gn | 20 | ast Pipe flow=|Sum upstrlatten floms) (1401 Flow 2/RW6 made equ grate flow 041 | 12.994
FLOW|WIDTH/DEPTH 0.098Wd m CHRT 32: Vo2/2qDo 0.33 H/Do 0.00
Kg side flow 4.67 end flow 398
Kas above for stepped pips as grate low
5 wR Wh RWS 154150,149,108 10.00 we | osz | a7s | oasn | 0050 | ooso | 22 a 050 88 1050.05 2 . pss | Bs | oz | 154 997 18 1 | ams | 1s stu] 166 | 029 {0g 0.019 Qo 0.076 Do 225 omo | 337 | 047 337 | oa | 2 | oan amt | 11ssi | 12028 07s | 13558 | 4/RWe
100 to 5/RW4 1000 at | os2 | oss | 0064 | 0063 | 0063 | 44 noe | 28 | 0254 Pipe flow=|Sum upstr|atten floms) 150) Flow 3/RWs made equ grate flow sigt | uta
FLOW|WOTH/DEPTH 0288} m CHRT 32: Vo 2g0o 58 H/Do 032
Ag side flow 337 end ow 304
Kral ebove for stepped pipes as grate flow
5 S/RWA S/RWA 151,150;169;148,16 7} B00 10 082 O78 0,066 0.051 0.051 0 a 050 88 1080.05, ry 0 W27 BA 0.252 191 997 7 9h 4,683 1.00, 375(3]] 0.85 0.08 Qg 0.019 Qo 0.094 Do 375. 0.087 294 0.108 29h 0.108 0.29 0.014 1822 8704 8.832. 8.832 11659 S/R WG
100 ‘to OUT/RWG B00 wm 082 O98 0,066 0.065, 0,065 40 WaT 6 0319 [Pipe flow=|Sum upstrlatten flows) (159) Flow 4/RW4 made egy grate flow 15, 870
FLOW WDTH/DEFTH 0088 m CART 32 Ve2/2900 18 H/De 260
Ka sid lov 2.9% ed flow 260,
Kas above for stepped pips as grate flow
FILE: NI3078-138.dwg DATE: 21-03-2014 TIME: 15:04
Xref's: X-N13078-TIT USR: leigh fry
ast [eaics [peawa] —OaTE SORE METRES as SUENT DRAWING THLE
DESIGN CHECK SURVEYOR: RPS Bs
Se AMENDMENT DETAILS
alx 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES ‘CONSULT AUSTRALIA STORMWATER DRAINAGE
i Ph (07) 5436 7888 Fax (07) 5493 6630
Ho AS SHOWN HORST i CALCULATION TABLE
PROJECT No, APPROVED
Ble DRAWN CHECK SHAUN PLUHER REO 1593 LAKE DOONELLA NOOSA Bown Consulting (LD) Py Let a SHEET 3 OF 4
a0) N13078 1 MATHEW HLL REG 11578 Smart Consultin Lol 3,16 leven Pare, brings QLD Aurrala 4875. ontery | ORAWING NUMBER TSBUE
NIE BRENT THOMAS RPEQ 7862 STAGE C1 - C6 ig Tolphone 07 5470 9260 Focamile 07 54709262 1500001 N13078-138
siF FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LTD ‘Rede Corbern Maibowts dieiuy Payepon Bentirecomt = Lic 4084 -