It is estimated that the population, daily water demand per capita and service factor at Taman Sivarajoo in 2030 wouldbe 286 019, 325 L/day and 0.99 respectively. Estimate the total water demand in 2030 at Taman Sivarajoo. The waterP.-P. (1+r)" WD. P.x Cx+ WDrr-1+0.5 (axbx h)KR-Sx 100%demand for non-domestic uses 42 MLD.AH, (R, + R,) AH, (R, +R,) ¸ AH, (R, +R,)R2HQ ZoomA134 026 613 L/day92 026 655 L/day3 865 117 757 L/dayD92 026 613 L/day Pn = P. (1 + r) ™WDn = Pn x Cn x fn + WDT(n)%3DP=GuV M5 UTMMP= 0.5CpAppu,3OR UTMCo-C%R = °x 100%Cor= 1+ 0.5 (a x b x h)%3DAH, (R, + R,) , AH, (R, + R,)R-UTM¸ AH, (R, + R, )%3DHHUTM 2H

Answered: Image /qna-images/answer/2ca08757-bc04-4857-bedf-e70c16f45f4f.jpg

It is estimated that the population, daily water demand per capita and service factor at Taman Sivarajoo in 20 be 286 019, 325 L/day and 0.99 respectively. Estimate the total water demand in 2030 at Taman Sivarajoo. T .(I+) wo.PC WD r-1+05 (axbsh) -Sx 100% demand for non-domestic uses 42 MLD. AH, (R, + R,) AH, (R, +R,) ¸ AH, (R, +R, ) H 2 Q Zoom 134 026 613 L/day 92 026 655 L/day 3 865 117 757 L/day 92 026 613 L/day

It is estimated that the population, daily water demand per capita and service factor at Taman Sivarajoo in 20 be 286 019, 325 L/day and 0.99 respectively. Estimate the total water demand in 2030 at Taman Sivarajoo. T .(I+) wo.PC WD r-1+05 (axbsh) -Sx 100% demand for non-domestic uses 42 MLD. AH, (R, + R,) AH, (R, +R,) ¸ AH, (R, +R, ) H 2 Q Zoom 134 026 613 L/day 92 026 655 L/day 3 865 117 757 L/day 92 026 613 L/day

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 average hourly water consumption per person is 2.5 Liters anf there are 264 people in the area. Determine the following. a. the minimum rate of flow in L/s in the spring b. Total Daily water demand in L/day c. Determine if its daily yield is sufficient to the water demand of the community if the rate of flow of the spring is 0.182L/s d. the height of the cylinder in cm thatt the minimum discharge can fill within 300 secs. diameter of the cylinder is 10 cm
It is required to pump water at the rate of 8.750 gpm from a reservoir whose surface is at an elevation of 180 ft to a tank whose bottom is at an elevation of 372 ft, The pump is placed at an elevation of 192 ft, the diameter of the suction pipe is 30 inch, the length of the pipe from the pump to the tank is 290 ft, and the estimated size of this pipe is 24 inch. The sum of the minor head losses in the suction and discharge pipe may be taken as 1.5 ft, if the maximum depth of water in the tank is to be 25 ft, what is the required horsepower of a pump for which the overall efficiency is 67 percent? Assume head loss due to friction in 290 ft + 2 ft Neglect all other head losses.
2.A 25–mm diameter commercial steel pipe,50 m long,isused to drain an oil tank. Determine the discharge whenthe oil level in the tank is 5 m above the exit of the pipe.Neglect minor losses and assume f = 0.12.
PLEASE PUT ALL THE DECIMAL PLACES. THANK YOU The average hourly water consumption per person is 2.5 Liters anf there are 264 people in the area. Determine the following. a. the minimum rate of flow in L/s in the spring b. Total Daily water demand in L/day c. The daily yield is sufficient to the water demand of the community if the rate of flow is 0.182 L/s d. the height of the cylinder in cm thatt the minimum discharge can fill within 300 secs. diameter of the cylinder is 10 cm.
A new water treatment plant is going to be constructed in Jacksonville to replacethe existing plant. The average annual water temperature is 19 oC. The following designassumptions for a flocculation tank have been made:Number of tanks = 1Detention time = 40 minVelocity gradient = 25 s−1Impeller type: radial, 3 flat blades, Np = 0.33Impeller diameter = 1.1 mRotational speed = 30 rpmWhat is the design flow rate in m3/d?
Plz, solve all the parts of this problem. Use Excel sheet. Reg.No: 5395 Hydraulics A rectangular channel carrying 30 cfs has a bottom width of 4 ft. Manning roughness coefficient is 0.0a, where a = last digit of your registration number. Assume ten different depths of the flow and DEVELOP a specific energy diagram, using Excel sheet, for the given flow in this channel. Show (CLO3) 1) All the alternate depths and the corresponding energies. 2) The critical flow parameters. 3) Relationship between specific energy and the depth of flow for no velocity in a given channel
The discharge through a concrete pipe of 1 ft diameter and 3000 ft length is 1.0 cfs. What is the head loss (hr) if the water temperature is 60°F? Apply the Darcy- Weisbach equation
If the water surface elevation in reservoir B is 110 m, what must be the water surface elevation in reservoir A if a flow of 0.03 m^3/s is to occur in the cast iron pipe. Use f= 0.0021 for all pipes. Include minor losses. (DO NOT ROUND OFF)
In a basin irrigation machine, infiltration equation is Z=6T0.five (T as min and Z as millimeter), discharge in width unit is 0.000286 cubic meters in line with 2nd per meter, to be had discharge for irrigation is zero.00283 cubic meters per 2nd, there isn't runoff, basin width is 6 meters, requirement powerful storage in root depth is a hundred millimeters, and final infiltration after 4 hours (whilst water attain to the stop of basin) is 10 millimeters in keeping with hour. determine duration of basin, irrigation time, and common deep percolation.
Three pipes 1, 2, 3 are connected as shown. If the total discharge forthe system is 610 L/s and the friction factor f is equal for all pipes,then:What is the flow rate (in L/s) in pipe 3?
a. Calculate the pump head b. Plot the EGL and HGL for the system
Consider that water is pumped a distance equal to the last three digits of 917551848 in kilometer from a reservoir (Reservoir A) at mean sea level elevation to a second reservoir (Reservoir B) at elevation 50 ft. above mean sea level. The pipeline connecting the reservoirs has a diameter of 60 in and is constructed of concrete with an absolute roughness of 0.003. If the flow is equal to 917551848 in liter per week and the efficiency of the pumping station is 75%, what will be the monthly power bill if electricity costs is the same as the highest rate of the electricity provider of your community in cents/kwh?