3. A river intake structure has two sets of intake ports with each port having a width that is 3x the height (or depth). The ports each have a vertical bar rack that consists of 50 steel bars (1.5 cm diameter) with 2.5 cm of clear space between bars. Find the dimensions of each intake port and draw a neat schematic showing each bar rack with appropriate dimensions clearly labeled. b. If the intake ports operate with a water velocity through the bar screen of 0.2 m/s, identify the design flow (in m³/d and mgd) with only one intake in operation. а.

3. A river intake structure has two sets of intake ports with each port having a width that is 3x the height (or depth). The ports each have a vertical bar rack that consists of 50 steel bars (1.5 cm diameter) with 2.5 cm of clear space between bars. Find the dimensions of each intake port and draw a neat schematic showing each bar rack with appropriate dimensions clearly labeled. b. If the intake ports operate with a water velocity through the bar screen of 0.2 m/s, identify the design flow (in m³/d and mgd) with only one intake in operation. а.

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

The dimensions of this duct are in feet.b. Find in centimeters the height of the duct.
Water is flowing full in an 18-inch diameter pipe at a velocity of 8.55 ft/s. Find the discharge, Q, in cfs.
Draw a well labeled diagram of Bubble centering with a three-screw leveling head.
3. Compute the flow rate in a gutter section with a design spread of 3 m and cross-slope of S,=0.025. The gutter slope S=0.01 and Manning's n is 0.016. F6 * 8 W F7 ( 9 F8 ) 0 F9 DELL F10 11 F11 F12 Backspace PrtScn SysRq Insert Scroll Lock Pause Home Break Page
Given the data below, design a section of sanitary sewer to carry these flows at a minimum velocity of 2.5 fps. Assume that the minimum depth of the sewer below the street must be 8.5ft and that an n value of 0.013 is applicable. Sketch a profile drawing. (Note: The invert into manhole F must be 937 ft. Assume an invert drop of 0.2 ft across each manhole regardless of possible sewer diameter changes at each manhole, i.e., sewer pipes would not be connected crown-to-crown.) Assume that 8, 10, 12, 15, 18, 21-inch diameter pipes are commercially available.
Find the hydraulic radius of the 4m deep canal.
A contractor needs to make a rectangular drain consisting of three sides from a pice of aluminum that is 24 inches wide. Find the length of each side if it needs to carry the maximum capacity of water.
Find the coefficient of discharge if coefficient of velocity is 0.98 and coeffcient of contraction is 0.64
Find, in centimeters, the diameter of this duct.
I need correct solution so please solve correctly and fast
Water needs to be moved 11,000 horizontal feet with a flow rate will be 120 gallons per minute. The hydraulic pressure on the pipe system will not exceed 125 pounds per square inch. What diameter Schedule 40 PVC pipe do you recommend for this site? Please correct answer
Homework 2: Find the best hydraulic section for trapezoidal channel section (last time to receive the HW at 4:00 PM)