A trapezoid-shaped tank used to supply potable water to a small area which includes 8 villas (Figure 1). The tank bottom base is 3.7 m, while the top base is 6.4 m. The tank is partially submerged vertically in water so that the top is 1.7 m above the surface and the bottom is 3.7 m below the surface. Determine the total force exerted on the trapezoidal wall by the water. Vertical Pipe line from overhear tank Main distribution line Overhead tank Secondary distribution line Valve Villa Villa Villa Villa
A trapezoid-shaped tank used to supply potable water to a small area which includes 8 villas (Figure 1). The tank bottom base is 3.7 m, while the top base is 6.4 m. The tank is partially submerged vertically in water so that the top is 1.7 m above the surface and the bottom is 3.7 m below the surface. Determine the total force exerted on the trapezoidal wall by the water. Vertical Pipe line from overhear tank Main distribution line Overhead tank Secondary distribution line Valve Villa Villa Villa Villa
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Specialization: Civil Engineering
Module Name: Hydraulics
![Design a storm water collection system with open channel for the discharge of rainwater
from the area in Figure 1. The channel should be trapezoidal in shape, lining with riprap to
resist erosion by channel water. Assume the maximum flow rate is 3.3 m3 /s. Determine the
water velocity in the channel, the area and dimensions, and the longitudinal slop.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fae9e87b9-2370-4456-b8c6-bdf638d15e30%2Fde370a58-9f32-40af-9e5a-dab61d1244b7%2Fo3cqqa6_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Design a storm water collection system with open channel for the discharge of rainwater
from the area in Figure 1. The channel should be trapezoidal in shape, lining with riprap to
resist erosion by channel water. Assume the maximum flow rate is 3.3 m3 /s. Determine the
water velocity in the channel, the area and dimensions, and the longitudinal slop.
![Q.1:
A trapezoid-shaped tank used to supply potable water to a small area which includes 8 villas
(Figure 1). The tank bottom base is 3.7 m, while the top base is 6.4 m. The tank is partially
submerged vertically in water so that the top is 1.7 m above the surface and the bottom is
3.7 m below the surface. Determine the total force exerted on the trapezoidal wall by the
water.
Vertical Pipe line from overhear tank
Main distribution line
h Overhead tank
Secondary distribution line
Valve
Villa
Villa
Villa
H
Villa
G.L.
Venturimeter
Villa
Villa
Villa
Junction
Figure 1. Water Supply and Distribution System](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fae9e87b9-2370-4456-b8c6-bdf638d15e30%2Fde370a58-9f32-40af-9e5a-dab61d1244b7%2Fdlp6bei1_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q.1:
A trapezoid-shaped tank used to supply potable water to a small area which includes 8 villas
(Figure 1). The tank bottom base is 3.7 m, while the top base is 6.4 m. The tank is partially
submerged vertically in water so that the top is 1.7 m above the surface and the bottom is
3.7 m below the surface. Determine the total force exerted on the trapezoidal wall by the
water.
Vertical Pipe line from overhear tank
Main distribution line
h Overhead tank
Secondary distribution line
Valve
Villa
Villa
Villa
H
Villa
G.L.
Venturimeter
Villa
Villa
Villa
Junction
Figure 1. Water Supply and Distribution System
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