The table below represents the flow information for a river, follow the flood hydrograph of this river if you know that the coefficient of Maxingham K = 8, X value = 0.25 m. Then find: A- The value of the final discharge at the time of 8 hours. b- The final discharge value at the time of 12 hours. 28 10 24 15 20 20 16 25 12 30 8 30 4 16 0 8 time (hour) inflow (m3/s)

The table below represents the flow information for a river, follow the flood hydrograph of this river if you know that the coefficient of Maxingham K = 8, X value = 0.25 m. Then find: A- The value of the final discharge at the time of 8 hours. b- The final discharge value at the time of 12 hours. 28 10 24 15 20 20 16 25 12 30 8 30 4 16 0 8 time (hour) inflow (m3/s)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: A laboratory model of a river is built to a geometric scale of 1:00. The fluid used in the model is…

A: Mass density of model fluid=900 kg/m3Geometric scale 1 : 100Highest flood in river = 10,000 m3/sThe…

Q: 1. Given the hydrograph tabulated below, find the 12-hourly storage values for the reach in m³.…

Q: 3 m P Lower reservoir 100 m 1 m Upper reservoir 10 m

Q: Route the inflow hydrograph given below

A: Taken 520x105 m3 Storage,S(m3) Outflow,O(m3/s) 2S/dt 2S/dt+O 52000000 20 14444.44 14464.44…

Q: Problem 1 メ=7 A scaled model of a proposed dam is used to predict the flow conditions in the…

A: Given data-

Q: Two-year inflow values of a reservoir are given below. Determine the capacity of the reservoir using…

A: Capacity of reservoir is 26.6

Q: Assuming the data follows a Normal distribution, what is the probability that the discharge is…

Q: What volume equalization basin is required to even outflow variations in the following data? Assume…

A: Given: Flow values and time To find: Volume of equalization basin

Q: For a two-dimensional stream function is given as 3 y = ³/2 (y² – x²) . The magnitude of discharge…

A: Given Data Point-1 (0,3) Point-2 (3,4) Find the discharge per unit width between point-1 and…

Q: 8. Route the inflow hydrograph in the following table through a river reach for which x = 0.2 and K…

A: given data k=2daystable is given with time and inflow dataFindroute of inflow htdrograph

Q: The annual daily mean discharge data for USGS 08057000 (Trinity Rv at Dallas, TX) is shown in the…

Q: , wastewater treatment plant (Fig. 5). Given that the v is hi = 0.8 m, calculate the corresponding…

A: Assumptions : Flow is steady irrotational flow Cd=0.98 Flow is continuos

Q: use ripple diagram or cumulative mass curve ,estimate the active reservoir capacity to supply…

A: See explanation below:Explanation:Plot the cumulative mass curve using Python:import pandas as pd…

Q: 7. When just full, a reservoir has a surface area of 0.8 km², and this area is approximately…

Q: Water flowing along a channel meets a constriction so that the water surface at the constriction…

Concept explainers

Highway Drainage

Highway drainage is the process of extracting and regulating the excess surface water on the pavement by giving the desired slope. The construction of a highway drain helps to divert the water present on the surface, and sub-grade by the means of slope. Highway drainage systems are a necessary part of smooth functioning of traffic, since the highway drainage systems provide proper disposal of unwanted substances from the highways.

Question

The table below represents the flow information for a river, follow the flood hydrograph of this river if you know that the coefficient of
Maxingham K = 8, X value = 0.25 m. Then find: A-
The value of the final discharge at the time of 8 hours.
b- The final discharge value at the time of 12 hours.
28
10
24
15
20
20
16
25
12
30
8
30
4
16
0
[8]
time (hour)
inflow (m3/s)

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

A sedimentation basin in a water treatment plant treats a flow of 4.7 mgd and has the following dimensions: L= 141; W = 23'; Depth of water = 14. Calculate the overflow rate (OR) for the basin (in units of gallons per minute per square foot, gpm/ft?).
The storage in the reach of a stream has been studied. The values of x and K in Muskingum equation have been identified as 0.28 and 1.6 days. If the inflow hydrograph to the reach is as given below, compute the outflow hydrograph. Assume the outflow from the reach at 1 = 0 as 3.5 m³/s. Time (h) Inflow (m³/s) 6 12 18 24 30 35 55 92 130 160 140
For a ditch drain shown in the figure below find discharge capacity in cumecs using Elliot's formula knowing that the longitudinal slope is 20 cm/km * 2 m 5m
Problem 4: Approximating Discharge from Velocity Consider steady flow in a stream d = 0.50 m deep and w = 3.0 m wide ("into the page"): Part A Part B h X X The velocity distribution is u = Umax(1- h²/d²), where Umax = 0.20 m/s. A few sample values are shown in the following table: 0.25 h[m] 0 u [m/s] 0.20 0.15 ▼ Part A On the figure, sketch the velocity profile using the equation. No need to calculate points. Part B On the figure, sketch an approximate velocity profile, with an upper area and a lower area. Plot the average velocity for the upper area and the lower area (hint, recall the wedding cake). Part C Using your approximation, calculate the discharge Q [m³/s]. Part D Using your approximation, calculate the average velocity V[m³/s].
Estimate the water influx constant (B) for the following bottom-water-drive reservoir. Boundary pressure (at WOC) and water influx history data are as follows. Time (days) Boundary (psia) Cumulative Influx (1000RB) 30 60 90 120 150 180 210 240 pressure 3000 2956 2917 2877 2844 2811 2791 2773 2755 Water | 0 79 282 570 930 1354 1810 | 2287 2786 The reservoir is circular and has an approximate radius of 2000 ft. Other pertinent aquifer data include r,→, R = 2000 ft , h = 200 ft, k H= 50 md, k,= 2 md, µ = 0.395 cp, ¢ = 0.1, and c, = 8×10-6 psi!.