Fig.Q3 shows a set up for abstracting water from a river into an irrigation canal. List 5 (five) key factors that govern the location of the intake structure. I Static Discharge Head Check Valve Pump Static Suction Head Discharge Pipe Elbow 90° Elbow 72 Suction Pipe Strainer and Foot Valve 32 84 25
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- Background: Water towers are elevated water storage construction that are built at a certain height to provide for sufficient water pressure to serve as potable water distribution units. Consider the following case and answer the questions below the image: Reguired : é Hose = 3s0Ka -h Find: |-minor bsses (m) -major lases (m) GRven: Meno = lco2 Ns Suzo = 998-2 k D-locm Ppes ? PNC - e= 00015 mm m2 Honse - lam gramd 印由 KYom. Ball Val ue Unday gainel 90° elbow D2=10cm Contra fion Figure 3: Schematic diagram of water distribution unit More information provided: - The pipe is buried 1.5 [m] below the ground level. The mass flow rate as it comes out of the reservoir is 9.5 L/s. Any other distances not given in the problem statement and Figure 3 can be neglected as they are considered very small compared to other dimensions. What is the minor head loss in the system (in meters)? What is the major head loss in the system (in meters)? What is the required height (h) to have a pressure reaching…Q. Discharge.Fluid open channel question.
- As shown in Figure, a drainage is to be installed using 3.00 meters long plastic pipe with 90 mm telescopic scope. List down the number of pipes required (number of whole single hub pipe, and length of cut pipe). to FACE TO FACE DIST. 44.40 meters 90mm 90mm 90mm USE! 3metasInterconnection of sewer service pipe into a sewer main is made by punching the sewer main a hole to fit the sewer service. In what point on the sewer main does the interconnection made? Select the correct response: On the top of sewer main At the bottom of sewer main 45 degrees above the flow line of the main At middle side of sewer mainFind the discharge.
- Explain the way in which the theoretical discharge over a V-notch may be modified to give the actual discharge and give reasons why the theoretical discharge does not agree with the actual discharge.ANSWER ONLY AC BC CDwrong answer gets downvote so double check the answer cause it will be input in the systemin preparation of data what is the used as standard for comparison? A) Optimal Rainfall B Nominal Rainfall Average Rainfall D Normal Rainfall
- Flow in closed conduit1. 'Water flows through a 12 inches by 6 inches venturi meter at the rate of 1.49 ft/s and the differential gage is deflected 3.5 ft as shown, the specific gravity of the gage liquid is 1.25 A) Compute the change is pressure from point 1 to point 2 (0.875 ft) B) Compute the velocity at the throat (7.75 fps) C) Compute the coefficient of discharge (0.98) 12" 12"There are two main types of water distribution system layouts. In the Answer system, the main line is connected back to itself and the smaller lines join the main line at two or more locations. In the Answer system, a main distribution pipe is used, and smaller lines are connected to the main line at only one point along the length of the main line. The Answer is preferred over the Answer because it has isolation valves and water flows in more than one direction, which can avoid having to shut off water to all customers in an area during repairs. series looped branched system looped system parallel branched