Q4:Compute the stream flow (discharge)in (m/sec) for the measured data below, use a-0.03 and b-0.7,V(m/sec)=a+bN Distance (m) 0 1 3 5 7 Depth (m) 0 1.5 2.3 1.3 0 Mete depth(m) 0 0.75 0.9 0.46 1.84 Revolution 0 45 80 87 85 Time(sec) 0 50 45 45 47 8 55 54 1.61 0.78 84 42 46 48 00 0

Q4:Compute the stream flow (discharge)in (m/sec) for the measured data below, use a-0.03 and b-0.7,V(m/sec)=a+bN Distance (m) 0 1 3 5 7 Depth (m) 0 1.5 2.3 1.3 0 Mete depth(m) 0 0.75 0.9 0.46 1.84 Revolution 0 45 80 87 85 Time(sec) 0 50 45 45 47 8 55 54 1.61 0.78 84 42 46 48 00 0

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Q) The following data are obtained from the current meter gauging of a stream, at a gauging station. Compute the stream discharge using 1- Mid section method 2- Mean section method. Rating equation of current meter: v = 0.72 N+ 0.144, where N = rev./sec, v=velocity (Km/hr). Distance from Water depth Immersion of current meter below water surface the left bank of river (m) (m) depth (m) revolution sec 10 36 20 40 3. 0.6 0.44 1.76 0.8 3.2 1.6 6.4 0.84 3.36 0.5 2.0 0.72 40 48 50 57 53 59 57 51 49 52 53 2.2 9. 30 12 8 46 33 33 29 34 29 16 15 4.2 18 2.5 21 24 1.2 48
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OTO 'T Hydrology • Flood Routing • HW • Q1// . • The inflow and outflow hydrograph for a river reach are as shown in columns 2 and 3 of the Table. Determine K and x for the reach. (1 ||| = t + فلاتر O 4th year civil engineering class Inflow Time (hr) (cms) 0 12 24 36 48 60 72 84 96 108 120 132 144 156 168 Outflow (cms) 0 2.3 14.5 28.4 31.8 29.7 25.3 20.4 16.3 12.6 9.3 6.7 5 4.1 3.6 0 2 7 11.7 16.5 24 29.1 28.4 23.8 19.4 15.3 11.2 8.2 6.4 5.2 إضافة شرح... × mum
ipe Network): 0.225 cu.m./s A 0.1125 cu.m./s L0.1125 cu.m./s Pipe Pipe Length (m) Diameter (cm) 30 30 K АВ 1 915 BC 610 AD BE CF 3 460 460 25 4 20 25 460 915 DE 6. 20 EF 7 610 20 DG 305 25 GH 305 25 GH 10 1525 30 *** Correction: Pipe 9 = Pipe FH close Get live help whenever you need from online tutors!Try bartleby tutor todayarrow_forward Oh no! Our expert couldn't answer your question. Don't worry! We won't leave you hanging. Plus, we're giving you back one question for the inconvenience. Here's what the expert had to say: Hi and thanks for your question! Unfortunately we cannot answer this particular question due to its complexity. We've credited a question back to your account. Apologies for the inconvenience. Ask Your Question Again 27 of 30 questions left this cycle Renews on Dec 25, 2021 Question A simple pipe network is shown in the figure below. Determine the actual discharges in each pipe using the Hardy-Cross method. With the help of a…
1 With the empirical equations below, derive for the head loss equations with respect to discharge. Consider that the flow is full and flowing on a circular conduit. a. b. V= 0.849CRO.64 50.54 c. V =