Engineering Drawings Part 3

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

DRAWN CHECK

 

 

PROJECT No.

 

APPROVED SHAUN PILCHER REQ 14583
MATHEW HILL RPEQ 11578

 

LAKE DOONELLA NOOSA

 

Brown ) Pty Led
Lol 3,16 leven Parte, Bring QLD Aura 473

 

SHEET 4 OF 4

LOCATION TIME SUB-CATCHMENT RUNOFF INLET DESIGN DRAIN DESIGN HEADLOSSES PART] FULL DESIGN LEVELS
tc | | [co | CT A [GA [oA] 0 Qg_[ ab tc | | [+A | of [ Om] Os [Op | LS vit ag | Ku [hu [Kt [| M | Kw | hw | Sf | hf Vp
e Ss = = =
Fed = = z z|2 |e Blas 8
| «| |Z.) 2 z|2| <\z = 5 : 3 Zils |§ x S/E= gue ely [§ |y_|8 3 5 zlz |e Z| s
2 S Bg Eley| e leels SlE |) =IE |oalw a zZ2/|2 2) glib) a2] a2]lté = s S\eF|= es 2 B42 l/2 |Ssl= =| 2 le |gZ2 2s 2 =a| 2
z/| # 5 Se S|5s| = |Selen/ 5) 2) & |Sel/22/2 |/22) we |e] 2 2| S}Z/ =) E/e,|2/./ 2) s |xelSs/e_ ie # ze > lee|Su.\/ee/".| 2 2/2 |2o Ge = Sa| #
=| é B ES (/4/8 |22| 2/22/28) 2)2) 2 (ES 28\E5/25| = | 2) ealye lez) 2) 2/2/25) 2/6) S| g 8sisslEsle2 2B = §s = 2S o8/se/e8) S| % |S (88 zE/e/8 | s]e go} 3
S| 8 Zz Se |s/# (28) € /Z5/ES| 5) =| e Pelz2le2iss| 5 | =| 2/28/88) 2] 2) 8 (82/8 )5/8)5 [s2lse/Ss\8e Be 8B 8 |PE/es/=e/ea/.8| 2 |Ex|/Eal=)s| & |Z.) 2) =|. |2e) 8
2| = = $6 | 2/8 |s#| 2 /sé/$2|/ 8) 3) 3 (SZ/Selsei2s| 2 |) S| | Sf |e#) 2/5] 2/22) 2/2) 8) # |HESEHE2= =e a g |2Beslesl/zs2e| = |/ZSES|/ 8) ea) 5 ES) 28 | =z] 2 SS] =
a an a ag a am |Ae exe |FSol/oso/ a ao wm |vno|rsS|ex|ze = zz a aun [or ia e =z lzo|l =z a ce a jaa|ref|FZ2\ue wn o Co > |SEISTSC/SLt/FC/] SC l/awlart| a > So ax — a = nz on
yrs %_| min {mm/h ha_| ha | ha [V/s | Vs % [Vs Vs_ | Vs min |mm/h | _ha_|V/s |Vs_ |Vs_ |Us m % | mm _| m/s _| min n m m m % nm m_| m/s m m n m m m
wo | waWe RWS m0 ‘0.00 ai | ose | ass | oasr | anss | aoss | oe | 46 | 050 | a8 | oso0s | 46 0 oan | ast | ones | a6 | oo | 3 B | 200 | oso | zesiail ose | 033 1g 0046 Oo 0.023 Do 225, ao | 575 | 007 575 | aos | oz | aos rasa [tee | 17753 17.753 | 17847 | vaW6
100 to 2/RW6 10.00 251 | 082 | 098 | 0.067 | 0.066 | 0.066 | 46 100 | 251 | 0.066 (Pipe|tlow set bj user} (ost) HRT 32: Vo2/2gDo 0.07 H/Do 0.88 17359 | 168
FLOW|WIDTH/DERTH 0.5604d m Kg side flow 5.75 end flow 4.40
wo | 2/RW6 TIRW6 021 10.00 zi] ose | oss | 0064 | 0063 | 0063 | a4 we | oso | 8 yoso0s | 4 0 033 | ms | ons | oo | 997 | 46 we | 20000 | 1 | zest] 107 | 031 ‘Ag 0.043 Qo 0.064 Do 225 0058 | 266 | 0.66 264 | oie | ose | ons nase | mass | 1168 nes | T1756 | 2RW6
100, to 3/RW6 10.00 ra 082 098 0.064 0.063, 0.063 bk 10.00 Bt 0.129 [Pipe|flow set by user} (120) CHART 33 Angle 0 119 17.284,
FLow|WDTH/DERTH 0t04én S109 25
Du/Do 100 Qg/Ao 0.99 K 2.40
‘$/Do 2.20 cor 0.24 Ku 2.64 Kw 2.64
100, 3/RW6 SRW 120,121,122 10.00 Bt 082 098 0,064 0.063, 0.063, bk hk 050 88 1080.05, Ay 0 10.64 25, 0.192 BA 997 69 65 20.001 2.00 30012} 0.92 033 Og 0.043 Oo 0.065 Do 300 0.043 265 0.1 265, ONG 045, 0.091 0.145 1 1170 11170 17.284, 172.284 | 17.607. 3/RWE
100, to W/RW6 10.00 a 082 098 0.064 0.063, 0.063, hk 10.00 Bt 0.192 [Pipe|flow set by user} 11.93) CHART 33 Angle 0 16.770 16.905,
FLOW|WIDTH/DERTH 0.480Wd m ‘S/D0 25
Du/Do 0.75 Og/Qo 0.66 K 181
S/Do 138 cor 084 Ku 265 kw 265
100, GIRWS AIRWE 120;121;122,123 10.00 at 082 098 0.064 0.063, 0.063 ok ok 050 88 1080.05, Ab 0 10.97 22 0.255 18 991 9 co 25804 | 1038 30012)} 1.22 035 Og 0.042 Qo 0.086 Do 300 0.076 204 0.155 2.04 0.155 079 0.204 0.108 3.16 16.750 16.750 16.905, 16.905 | 17.228 AIRWS
100, to S/RW6 10.00 251 082 0.98 0.064 0.063, 0.063. by 10.00 ra) 0255 [Pipe|flow set by userh (4.40) CHART 33 Angle 1 14.071 14.208
FLOW DTH/DERTH 0480Wd m S/D025
Du/De 10 Og/to 0.48 K 150
Do 152 cor Sh Ku 204 Kw 2.04
100, S/RW6 S/RWE 120;121,122;123,124 10.00 251 082 0.98 0.070 0.069 0.069 AS 48 050 8 1080.05, ug 0 1132 BS 0324 6 997 m7 ‘109 5.633, 3.00 375(2}] 0.99 0.09 ‘0g 0.046 Do 0.109 Do 375 0.050 1.64 0.082 164 0.082 039 0.022 0.155 252 14.126 14.126 14.208 14,208 i SIRWE
00 to G2K/2 10.00 21) osz | oss | 0070 | 06s | 0.069 | 48 wooo | 251 | 0324 (Pipeltlow set bp user} (275) CHART 33 Angle 0 957 | 1828
FLOW DTH/DERTH 0Su0Wd a S/D025
Du/De 080 Dg/O» 042K 102
S/Do 122 cor 062 Ku 164 Kw 16h
100 Gauiz G24/Z 120,421122,103,124 6.00 303 | ost | 100 | o0us | oons | vos | 39 ST 5.00 | 685 1 55 2 nar | ze | 03m | 257 | 3036 | 105 152 | move | 700 sila] 138 | 0B g 0.043 Do 0.152 Do 375 oT | 176 | om as | om | 075 | 0083 | oms | 376 ] wes? | Bes7 | raze 878 | 14.690 | G2u/Z
100 to2/W 6.00 303 | oss | 100 | 0006 | 0006 | 004s | 39 woo | 250 | 0370 Pipe flow=|Sum upstrlatten flows} (420) Flow 5/RW6 made eqy grate flow CHART 31 Angle &7 fase 3 12886 | 13.200
FLOM WIDTH/DEPTH LTS a HRT 32: Vod/2o 0.26 W/D 0.00 51025
gsi fon 524 end low 38 DBu/De tp og/00 ope K 13
vas above for stepped pes as grate flaw 1D» ts cor 0.33 Hu 176 Kw fs
grate lw decreased by 0109 fom 5/RW6 vals sho pipes a pie flow fu 176 Kw f.6
100, Gav G2 Gat 6.00 303 088 100 0.104 0.104 0.104 88 88 4.00 WI6 1 mW 8 G2W/Z 6.00 33 0.104, 88 2986, 8 n 16.198 550 375121] 0.63 027 Og 0.070 Qo 0.070 Do 375. 0,020 oat 0.184 om 0.184 0.16 0.026 0.105 an 15,963 15.963 16.147 16.147 16.907 G2W
100 tow 6.00 303 | ase | too | ore | 14 | or | 88 600 | 303 | 0.104 (Pipe flow= Gratp flow) B12 HRT 32: Vo2/2qDo 0.05 H/Do 0.00 15072 | 15.085
FLOW|WDTH/DEPTH 1S6OKH mn Kg side flo St end few 6.10
JOWNSTREAM 0.607m
100, vw vw Gat 6 627 9 0.104, 8 2894, 6 n 43311 5.00 375121] 0.63 O72 ‘Qo 0.070 Do 375. 0,020 162 0,033, 191 0.038 0.16 0,069 0.107 268 15.052 15.052 15.085, 15.090 | 16.349 vw
00 to2/W 6.27 as 0.104 PPipe flow=|Sum upstr|atten flows) (355) CHART 50 Du/Do1.00 alpha 70 12.886 | B.240
Ww 028 Vu 083 WSE OOK
Ku 1.62 Kw 191
100, Gay Ga2/y G22 6.00 303 088 100 0.087 0.087 0.087 B B 5.00 685, 1 66 7 GB3/Y 6.00 33 0.087 B 3036 7 66 9401 552 37512] 0.60 0.16 ‘Og 0.066 Oo 0.066 Do 375. 0.018 936 om 936 Ot Om 0.03 0.102 2B B83h 13.834 14,005, 4,005 | 14,769 G22/Y
100 to G23/ 6.00 303 | 088 100 0.087 | 0.087 | 0.087 B 6.00 33, 0.087 Pipe flow= Grate flow) 3.3) CHRT 32: Vo2/2gDo 0.05 H/Do 0.00 B35 | 3.283
FLOW|WIDTH/DEPTH 1341¥H m Kg side flow 936 end flaw 618
DOWNSTREAM 0.182m
100 BY cay 672.623 600 303 | ase | t00 | oon | oow | oow |e 5 | soo | 68s 1 5 0 616 | 300 | 0097 | a1 | 306 | 1 ao | samt | an | aiil on | om ‘Ay 0.015 Do 0.080 Do 375, oz | 100 | 0031 100 | oom | oz | oo | os | 3% | pass | ase | 1283 3283 | 14.250 | G23/Y
100 to2/W 6.00 303] oss | 100 | 000 | oo | oo | 8 616 | 300 | 0.097 Pipe flow:|Sun upstrfatten flows) (423) ‘Angle 73 Chart 43 $/Do 25 chartdeg ‘5/00 2.00 135 KO 2.10 K 15 nate | 13.240
FLow|WTH/DERTH 047Sd m Due 180 KO 135 KOS 193 7D» 15 0153 Kg 217K 18
‘Qu/o 0.81 Cg 0.45 K 161 Interp val for $/Dof.16 Ku 1.1]
S/Do 2.0 KO L41KO5 2.25 K 119 Part fulldownstream pipe
S/Do 15 KO 158 KOS 253K 200 Upstread HCL 132th below culet
infer val for S/Do 116 Kw 2.5, pipe obv 3255,
CHART 2 Set Kp iq 1
100, uw aM 120,121,122;123,1244 6 1154 BI OST 395, 3036 125 210 66.682 5.00 375(2}] 2.45 0.45, Qo 0.270 Do 375, 0306 122 0374 122 0374 238 1589 0.229 3.83 12.866 12.866 B.240 B20 | 14.331 aw
00 403/W 624,624 622,623 w22 | m9 | ost Pipe flow=|Sum upstrlatten flows} B55) Routine 31 Equ G2A/P & VW ad G23/Y 932 | 0B
Join Pipes Vell 13 vel2 05%
Gaus and fqDia 5th Angle 8 Flow 027
Vell 1372 Vel o5t2 CHART Sh Du/Dot54 dpb 0
EqDia 41 Angle 60 Flaw 0207 5.005 fu 101 WS4 031
Routine 218 Ku09 He 100
Combined pipes inline case Interpolated Kus 1.22 Kw= 122
Join Pipes:
100, 3/W 3/W 120;121122;123;1244 6 1139 3B OST 387 2097 7 20 3.116 100 375I2}} 2.45, 0.03 ‘Qo 0.270 Do 375. 0306 AMT 0449 174 0.531 238 0.089 9512 9.564 10.013 0.095 | 10.562 3W
100 to OUT/W 624,621,022,623 wer | 24h | 0571 Pipe flow=|Sum upstrlatten flows) (159) ‘CHART 50 Du/Do1.00 alpha 59 9 | 9.415
K'w 0.27 Vu 2.45 WSE 0.53,
Ku 147 Kw 1.74
FILE: NI3078-139.dwg DATE: 21-03-2014 TIME: 15:04
Xref's: X-N13078-TIT USR: leigh fry
ast [eaics [peawa] —OaTE Toren Gneom SORE METRES as SUENT DRAWING THLE
Se AMENOMENT DETAILS SURVEYOR: RPS
1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES STORMWATER DRAINAGE
Ph (07) 5436 7888 Fax (07) 5493 6630
AS SHOWN OKGT CALCULATION TABLE
‘Company

 

OazmzozmE>
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N13078

“re € BRENT THOMAS RPEQ 7862

FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LTD

 

STAGE C1 - C6

 

 

Smart Consulting

‘Wephons 07 54709260 Facsimile 0754709262 ISO pant
‘Rede Corbern Maibowts dieiuy Payepon Bentirecomt = Lic 4084

 

N13078-139