Question 2/10The water supply for the city is pumped to a distribution reservoir. The pumping rate is 400 m3per 4 hours. The estimated water requirements every 4 hours is shown below.What is the required reservoir capacity?400 m3Hour040008001200160020002400700 m3500 m3600 m3What is the maximum requirement from the reservoir?600 m3O 500 m3300 m3400 m3200 m3300 m3At 0800 hours, the reservoir contains 600 cu. m, how much water is in the reservoir at 2000hours?150 m3Demand300600800500350200Jay250 m3

Given:Pumping rate is 400m³ per 4 hourRequired :Reservoir capacity Maximum requirement Water in…

The water supply for the city is pumped to a distribution reservoir. The pumping rate is 400 m3 per 4 hours. The estimated water requirements every 4 hours is shown below. Hour 0400 0800 1200 1600 2000 2400 What is the required reservoir capacity? 400 m3 700 m3 500 m3 600 m3 What is the maximum requirement from the reservoir? 600 m3 500 m3 300 m3 400 m3 At 0800 hours, the reservoir contains 600 cu. m, how much water is in the reservoir at 2000 hours? O200 m3 300 m3 Demand 300 600 800 500 350 200 150 m3 250 m3

The water supply for the city is pumped to a distribution reservoir. The pumping rate is 400 m3 per 4 hours. The estimated water requirements every 4 hours is shown below. Hour 0400 0800 1200 1600 2000 2400 What is the required reservoir capacity? 400 m3 700 m3 500 m3 600 m3 What is the maximum requirement from the reservoir? 600 m3 500 m3 300 m3 400 m3 At 0800 hours, the reservoir contains 600 cu. m, how much water is in the reservoir at 2000 hours? O200 m3 300 m3 Demand 300 600 800 500 350 200 150 m3 250 m3

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 storage (S, m³) and outflow rate (O, m³/s) of an outflow structure of a reservoir can be described by the relationship S/10,000 = O. At time equal to zero, the inflow rate, the outflow rate, and the storage can be assumed to be zero, compute the outflow rate from the storage at the end of the two hours when the inflow rate was 500 m³/s.
7. When just full, a reservoir has a surface area of 0.8 km², and this area is approximately constant as the water depth above this level, h, increases (where h is in metres). The outflow from the reservoir is given (in m³/s) by the formula O = 90 h¹² Consider a scenario in which this reservoir is subjected to a flood with flow rates given in the table below. 0 1 3 4 5 Time (hours) Inflow (m³/s) 2 22 12 0 18 6 0 a) What is the total volume of water represented by this flood? b) Carry out a flood storage routing calculation. Find the maximum water depth in the reservoir and its maximum outflow rate, and the time when this occurs.
A. 1.22 B. 1.64 C. 2.44 D. 2.68
Consider the following data relating to performance of a centrifugal pump: speed = 1200 rpm, flow rate = 30 l/s, head = 20 m, and power = 5 kW. If the speed of the pump is increased to 1500 rpm, assuming the efficiency is unaltered, the new flow rate and head, respectively, will be 46.9 l/s and 25.0 m 37.5 l/s and 25.0 m 46.9 l/s and 31.3 37.5 l/s and 31.3 m
Given are the measurements of weir of a reservoir below. After heavy rainfalls in the city the depth of water over the weir became 4 meters. If the total discharge through the weir was 1 000 000 m³, what is the average rate of flow of the water until the flow over the weir lasted? 4.0 m L-200 m
Hydrology: i need the answer quickly i need all the steps, i need the answer in Handwritten.
The Figure below gives an example of a network to pump water from a lower reservoir to an upper one. Widely used in buildings, industries and others. It is estimated that a building with 55 apartments of 3 bedrooms each. Consider 2 people. per room. The supply water is pumped from the lower reservoir to the upper one by means of lifting sets. Dimension the discharge and suction line, and the power of the motor-pump set; assuming a probable daily consumption of 2001 per inhabitant, Also consider that the day of greatest consumption is 25% more than normal consumption. The pumps will be capable of repressing the volume consumed daily, in just 6 hours of operation. Assume that the pipe diameter is D=1.3x/* Vē, where X = * and t is the number of hours the pump has been running. 2,0 m curve retention valve record 2,0 m bomb curve h=0 foot valve 2,5 m w o'os
asap 15 mins
A tank in a shape of an inverted cone having a radius of 1 m and a height of 3 m is filled with water. The vertex contains an 100mm diameter orifice whose average discharge coefficient of 0.63. Compute the time needed to empty the tank.
A farm pond having full capacity of 125 m3 was emptied to a 2-ha farm through a connecting canal in 1 hour. Assuming no water loss is incurred during delivery, calculate the rate of water intake by the farm in m3/s and L/s. What is the depth of water evenly applied to the farm (in cm)?
A dam supplies to a suburban area using a 0.21m diameter pipeline that is 800m long. For the water to reach the intended reservoir, a pump is needed to raise the flow to a point 125m above the pump. If the flow within the pipe is 0.11 m3/s, determine the savings in horsepower if the engineers decided to replace the old pipe (f = 0.034 with a new 0.29m diameter pipe with f = 0.024.