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Attachment 4b - Engineering Report Part 2 · MCU18/0015
Attached to the e-mail Response to Information Request (Engineering Report Part 2) MCU18/0015 & RAL18/0001.
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Original PDF page 4, section 1. The text section number identifies this passage in the reader.
OVERLAND FLOW CAPACITY CALCULATIONS-DEVELOPED SCENARIO. Q100 OVERLAND FLOW GULLY LONGITUDINAL GRADE = 6.0% MANNING'S EQN FLOW AREA = 10.23m? WETTED PERIMETER = 12.63m ROUGHNESS = 0.15 FLOW DEPTH = 1.422m > CAPACITY @ FLOW DEPTH = 14.52m'/s_ V=1.419m/s BDY CHANNEL SECTION - EXISTING Scale 1:250 @ At OVERLAND FLOW CAPACITY +, CALCULATIONS-DEVELOPED SCENARIO ) Q100 OVERLAND FLOW 4 GULLY LONGITUDINAL GRADE = 6.0% MANNING'S EQN FLOW AREA = 10.25m? WETTED PERIMETER = 12.64m == ROUGHNESS = 0.15 FLOW DEPTH = 1.423m > CAPACITY @ FLOW DEPTH = 14.56m*/s. a COM Sg eee ral 7, ons Wise Ty Naor oe aece AN MATT Press \ : AV ih RSA \° NeW er! Dive ; Aa Si Lf ‘ Sa BDY WY WR CHANNEL SECTION - DEVELOPED Scale 1:250 @ Al 0 40 80 120 160 200m SCALE 1:2000 At, 1:4000 A3- wey | onte SESCRPTION wy yon TOncr SAW NOTE > ov saa3 ages a PosrazasT yur avout avenoeo we To Mh PROPOSED DEVELOPMENT STORMWATER CATCHMENT PLAN WALSH VVALSH E engineers@walshengnetau fff IMEI at 27 ATTUNGA HEIGHTS, NOOSA HEADS EXTERNAL CONSULTING W walsheng.net.au ‘CHECKE! for DAVID NEATE CONSULTING | 4 35772 wes toa Maroocndore sss —— ENGINEERS ABN, 39611 482 716 FOR APPROVAL i keno | DRAWING No: C5756/15/P34 REVISION: AA repre eS, FILENAME : 0576616 P34.00g DATE: 2018 105Tam Al Sheet Size | Design: vc] Drawn: MVC [Date-oct 2015]! COUNCIL REFERENCE: SHEET: 13 of 13
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