The pipeline shown is having a diameter of 300mm, length is 5000m connecting reservoirs A and B as shown. To increase the capacity of the old pipeline due to increase in demand, a 300mmo pipeline 2500m long is laid out from the original pipeline at its midpoint towards reservoir B. Assuming f=0.02 for all pipes. 50m L = 5000m D=300mm i.Determine the capacity of the old pipeline in m3/sec. a. 0.1725 c. 0.1342 b. 0.1213 d. 0.1534 ii.Determine the capacity of the new pipeline in m3/sec. a. 0.1725 c. 0.1534 b. 0.1213 d. 0.1342 iii.Compute the increase or decrease in flow from A to B. a. 0.0321 c. 0.0512 b. 0.0383 d. 0.0412

Q: 791 cfs 197.75 cfs K = 1 K=4 K = 5 197.75 cfs 395.5 cfs K = 3 K = 2

A: Given :- Coefficient of friction(K) in each pipes K1=1 K2=4 K3=3 K4=4 K5=2 K6=5 n= 2 i.e. the number…

Q: 4. A pipeline with diameter of 850 mm and length of 4.1 km connects two fresh water open reservoirs…

A:

Q: For the pipe network shown in figure 2, determine the corrected flow in pipeline CD and BC. For the…

A: Given: kAB=kCD=1kAC=kBD=2kBC=3 To find: Actual flow in CD and BC. Method used: Hardy cross method.

Q: 1.78 67 2.67 ies in a system having a static l inor loss coefficient of 20. Dete

A: two siphons are in seriestotal head H =80 ft  length L=1200 ftdiameter =6 inches  =612 ft' =0.5 ft f…

Q: Two pipelines A and B are connected in series. The discharge flowing in pipe A is 2500 gallons per…

A:

Q: A pipeline with a diameter of 0.9 m divides into three 0.45 m pipes at elevation 120 m. Each of the…

A: D1=D2=D3=0.05mf=0.017

Q: a pipeline of 600mm diameter  is 1,5km long. to increase the discharge another line of the same…

A: Given data: diameter = 600 mm length = 1500 m f=0.01 inlet head = 300 mm

Storm Sewers and Detention

The storm drains system transports rainwater or stormwater and other runoff from roads, parking lots, and roof downpipes directly to nearby creeks, rivers, or the sea without any treatment.