Problems3.1.A cross regulator, with the following dataFind the water way width of regulator.Branch canalMain canalMax.discharge-6m³ /secLow discharge-13m2/secWater level=19.8mWater level-20mBed level=17.8mBed level=18.1mDepth of flow=2mDepth of flow=1.5mLength of approach canal=80mFlood discharge-22m2/secSlope=10cm/km

Introduction- The discharge from the a barrier into an irrigation ditch must be adjusted based on…

3.1.A cross regulator, with the following data Find the water way width of regulator. Branch canal Main canal Max.discharge-6m³ /sec Low discharge-13m³/sec Water level=19.8m Water level-20m Bed level=17.8m Bed level=18.1m Depth of flow=2m Depth of flow=1.5m Length of approach canal-80m Flood discharge-22m2/sec Slope=10cm/km

3.1.A cross regulator, with the following data Find the water way width of regulator. Branch canal Main canal Max.discharge-6m³ /sec Low discharge-13m³/sec Water level=19.8m Water level-20m Bed level=17.8m Bed level=18.1m Depth of flow=2m Depth of flow=1.5m Length of approach canal-80m Flood discharge-22m2/sec Slope=10cm/km

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Water is flowing in a rectangular channel with a bed slope of 0.0005 ft/ft. The channel width is 10 ft amd the discharge is 300 cfs. Now supose that the depth at a given place in the channel is observed to be 6 ft, and the septh observed at a spot 1000 ft downstream is observed to be 4.5 ft. Estimate the manning n cofficient of this channel.
By the way rectangular channel of base 5 m and 2 m of depth run 20 m3 / s. (a) Obtain the Froude Number and indicate whether it is subcritical or supercritical; (b) For the same given depth, what would be the flow (m3/s) in the channel if this depth were the critical one
1. Determine the discharge rate through three parallel corrugated metal pipe culverts shown in the sketch below (Use the outlet control). The 48-inch diameter culverts have a Manning, n value of 0.024. The culverts are 80 ft long, laid on a slope of 0.04, and have a projecting inlet and outlet. The culvert inlet bottom elevation is 302 ft with a head water elevation of 308.2 ft and a tailwater elevation of 302 ft. Use Ke = 0.8, Ko = 1.0. What is the discharge through the culvert (Use inlet control) with C₁ = 0.62. HW= 308.2 ft H=6.2 ft 302.0 ft BIBIE 3 Parallel CMP D= 48 inch S=0.04 TW 302.0 ft n=0.024 L = 80 ft
You must determine the normal depth for a flow in a rectangular canal. Presume flow to be uniform, the base of the canal to be 8m wide and the slope to be critical. The flow is 10 m3/s and the Manning coefficient is 0.012.
A 2500 mm gravity flow concrete aqueduct's length is 4 km with a head loss of 5.6 m. Assume pipe is flowing just full with roughness coefficient of 0.015 What is the discharge in m^3/s. O 12.11 O 11.22 O 10.72 O3.95
bottom width of trapezoid-shaped canal = 1.5 meters depth of flow = 1.5 meters side slopes = 3H : 2V channel slope = 3 meters/5000 meters n = 0.013 What is the discharge in this canal lined with concrete?
4) The channel whose longitudinal section is shown in the figure is rectangular in section, 30 ft wide, with n = 0.014. Find the discharge in the channel, and sketch the longitudinal profile of the water surface. Determine whether a hydraulic jump occurs and if so whether it is upstream or downstream of the section A. Lake El. 100.0 El. 93.0 -So= 0.005 El. 88.0 A All elevations in feet above datum So = 0.001 El. 90.0 El. 83.0, Lake
Design a trapezodial channel to carry a discharge of 47.4^3/s. The bottom slip of this the channel is 0.0074. Also the flow depth is half of channel bottom width. Take roughness coefficient as 0.024 Andy side slop as 1 horizontal to 4 verticals. B. Based on the given information and your results in part A, compute the state of flow
Find the value of discahrge through pipe having cross sectional area 2.2 m2 and flow velocity is 2 m/s
Find a diameter of pipe required to carry a design flow of 0.186 m3/s when flowing partially, d/D= 0.67, slope= 0.4%, n=0.013 Calculate flow angle (∅)
Water is flowing in a rectangular channel with a bed slope of 0.0005 ft/ft. The channel width is 10 ft amd the discharge is 300 cfs. Now supose that the depth at a given place in the channel is observed to be 6 ft, and the septh observed at a spot 1000 ft downstream is observed to be 4.5 ft. Estimate the manning n cofficient of this channel.
The flow depth for a triangular channel having (1:2) side slope and hydraulic depth equal to (0.5 m)