Q2- Water ( p= 990 kg/m' & u= 0.001 pa.s) is pumping from a water tank to water injection well with carbon steel pipe at the same level, where the pipe diameter is 12 inch, pipe length is 4700 m, pipe roughness is 0.0000045 m, and water flow rate is 0.0065 m/sec. 1- Calculate discharge frictional head loss. 2- Calculate pump liquid power, if pump section head value is 3.8 m.

Q2- Water ( p= 990 kg/m' & u= 0.001 pa.s) is pumping from a water tank to water injection well with carbon steel pipe at the same level, where the pipe diameter is 12 inch, pipe length is 4700 m, pipe roughness is 0.0000045 m, and water flow rate is 0.0065 m/sec. 1- Calculate discharge frictional head loss. 2- Calculate pump liquid power, if pump section head value is 3.8 m.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: The allowable Net Positive Suction Head (NPSH) for a pump provided by the manufacturer for a flow of…

Q: A simple rainwater collector used for home garden use is show below. It is comprised of an open-air…

A: PA = 101KPa h = 2 + 3 = 5m

Q: •.. 300 mm H20 150 mmg 425mm CHg C13-6) A 150mm diameter venturi meter is installed in a 300mm…

A: Given data, Dia of pipe, d1=300 mm=0.3 mdia of throat, d2=150 mm=0.15 mmercury differential,x=425…

Q: The mechanical efficiency of the pump is 0.85 and pumping with a rate of 650 gal/min of engine oil…

Q: Q2) Calculate The head Loss due to friction in The Piping system shown below. The pipe is (150 mm)…

A: Given data in question Length of pipe 150 m Diameter of pipe 150 mm = 0.15 m Discharge To find out…

Q: let of the pump. Use Pipe Flow Expert for your analysis.

A: Given:- temperature=80 degree C rate=475L/min To find:- pressure at inlet of pump

Q: 7.60. Water is to be pumped from a lake to a ranger station on the side of a of pipe immersed in the…

A: The given data is: Flow rate, Q=95 gal/min =365.75 in3/sec The pipe internal…

Q: If the flow rate through a 10 cm diameter wrought iron pipe is 0.04 m3/s, and the difference in…

A: Introduction : Power of the pump : The pump's work is calculated by multiplying the weight of liquid…

Q: 5.118 Water is pumped from the tank shown. The head loss is known to 1.2 V²/(2g) where V is the…

A: HL = 1.2V22g Pump curve equation, Hp = 20 - 2000Q2

Q: Performance data for a small commercial pump are as follows: Q. gal/min Н, й 0 | 10 | 20 30 40 50 60…

A: Given:

Q: Q-The allowable net positive suction head (NPSH) for a pump provided by the manufacturer for a flow…

A: To Find-The maximum height of the pump above the suction reservoir.

Q: Q4) Determine the required diameter of the pipe at A so that water flows through the pipes at the…

A: To determine the diameter of pipe A (DA) -

Q: 14-41. The pipe system consists of a 3-in.-diameter, 100-ft- long galvanized iron pipe, a fully…

A: Total losses will be sum of all loss of coefficients ; kTL = Flush entrance + gate valve + elbow…

Q: A pump with 400 mm diameter suction and a 350 mm diameter discharge pipe is to deliver 20,000 liters…

Q: Figure 1 0.30m/s 0.05m2/s 1500m, 300mm 1500m, 300mm B 1500m, 300mm D A E 1500m, 300mm F 1500m. 300mm…

Concept explainers

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.

Question

Q2- Water ( p= 990 kg/m' & µ= 0.001 pa.s) is pumping from a water tank to water injection
well with carbon steel pipe at the same level, where the pipe diameter is 12 inch, pipe length is
4700 m, pipe roughness is 0.0000045 m, and water flow rate is 0.0065 m/sec.
1- Calculate discharge frictional head loss.
2- Calculate pump liquid power, if pump section head value is 3.8 m.

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Determine Reynolds number

VIEW

Determining friction factor

VIEW

Determining discharge frictional head loss

VIEW

Pump liquid power

VIEW

Step by step

Solved in 4 steps

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Example: Determine the discharge for Venturi meter. Where (d1=300mm), (d2=150mm). Solution: VENTURI METER 200mmHg A¡V1=A2V2 Z1=Z2=0 From manometer P + Ywh = P2 + YHg(0.2) + Yw(h – 0.2) P1 - P2 13.6 * 9.81 * 0.2 9.81 * 0.2 P - P2 Yw 9.81 9.81 Yw P1 - P2 v? V? 49.246 .(1) Yw 2g 2g A¡Vi=A2V2 V,d? = V,, dž → vzdž vidž → vz(0.15)² = v:(0.3)² Vı=0.25V2 Sub in (1)→ V2=7.24m/sec ulabbar ALSamai rae
For the water distribution system given below, find the discharge at each pipe. The roughness for all pipes is 0.02. Pipe Diameter Length El. = 126 m (m) (cm) 15 350 El. = 109 m AJ BJ CJ 10 200 10 250 -11-1 A El. = 100 m
If water is pumped from reservoir 1 to reservoir 2 through a 20 cm pipe with a length L1=70 m, and flow rate of 150 L/s, determine the pump power. -6' 2 (take kinematic viscosity= 1.3 10 m/s, Ks=0.02 mm) Elevation =35 m Elevation = 15 m L1 .40 m- Select one: a. 46.32 kW b. 45.13 kW c. 43.93 kW d. 41.55 kW
630 cm^3/s Water at 320 k is PumPed in a 40 mm (id) through a length of 150m in horizontal direction and up through avertical height of 10m. in the Pipe there is a control Valve which may be taken as equivelent to 200 Pipe diameter and also there is other Pipe fitting equivalent to 60d. if the main Pipe has a roughness of 0.0002m. what a power of PumP if It's efficiency is 60% And the viscosity is 0.00065 pa.s
Determine the discharge, HGL, and EGL. Water 20°C 4-cm-dia. wrought iron pipe 20 m 50 m 20 m Screwed elbows 40 m
Determine the minimum flow capacity Qfilter, in units of liter per minute (Ipm), of the return line filter shown. The pump flow rate is Qpump = 30 lpm (liter per minute) and the cylinder piston and rod diameters are 80 mm and 40 mm, respectively. [Hint: 1 liter = 1 dm³ = 0.001 m³, Qfilter = (Ap x Qpump)/(Ap - AR) where Ap and AR are the cross-sectional area of the piston and rod, respectively] 30 LPM Figure: Full flow filter in return line 38.1 LPM O 44.2 LPM O 40 LPM JULIX O 1.33 LPM FILTER
For the system in the figure, calculate the distancevertical between the surfaces of the two tanksWhen water at 10°C flows from point A to point B, arate of 0.03 m3/s. Elbows are standard. Thetotal length of 3 inch tube is 100meters. The length of the 6-inch pipe is 300 m. (T)
A cylindrical tank with vertical axis contains water. A 50 mm orifice is located at the side 0.60 m above the bottom of the tank and 1.50 m directly above the orifice is another orifice 75mm diameter. Cv is 0.98 and C is 0.61 for both orifices. Determine the: show complete solution thumbs up guaranteeda. h1 in metersb. Discharge in the lower orifice in lit/secc. Total discharge from the 2 orifices in lit/sec
10. A fire pump delivers water through a 300 mm main hydrant to which is connected a cotton rubber-lined fire base 100 mm in diameter terminating in a 25 mm diameter nozzle (Cv = 0.98) .Assuming friction lost in 300 mm pipe is 3.1 m, 2.5 m from the 100 mm , and 0.8 m from the reservoir to the pump. A) Compute the added energy produce by the pump if it delivers 20 L/s B) If the jet of the nozzle is thrown vertically, what is the maximum height that the water can reach? C) What is the pressure at the pump? EL 70 m 300 mm EL 5 m 100 mm hydrant EL 20 m 25 mm nozzle) El 22 m
i li. In. NI O 1:01 واجب الترسیب. . . . > QI:- Design a settling tank for a flow of 0.2 MGD if the overflow rate is not to exceed 600 gpd/n, Calculate dimensions the tank is circular with a depth of 12 ft. Calculate dimensions if the tank is rectangular with a depth of 10 fi and a length to width ratio of 4 to 1 Q2:- The settling velocity of alum floc is approximately 0.0014 fl/s in water at 10° C. Calculate the equivalent overflow rate in gpd/ft2. What is the minimum detention time in hours to settle out alum floc in an ideal basin with a depth of 10 ft? Q3:- Two rectangular clarifiers, cach 30 ft long, 15 ft wide, settle 0.40 MGD following alum coagulation. The effluent channels have a total weir length of 60 ft. Calculate the detention time, horizontal velocity, rate of flow over the outlet weir. Do these values meet the GLUMRB Standards for water works? Q4:- Calculate the diameter and depth of a circular sedimentation basin for a design flow of 3800 m3/d based on an overflow rate…
Determine the shaft horsepower for an 80% efficient pump to discharge 30L/s through the system. The system losses, exclusive of pump losses, are 12V2/2g and H = 16m. Ans: 8.75hp H 150mm dia
The pipe connection shown has a series parallel connection. The rate of flow in the pipe 1 is 300 liters per sec. Assuming equal values of f = 0.02 for all pipes. Compute the discharge of pipeline 2 in cu.m per sec. Compute the discharge of pipeline 3 in cu.m per sec. Compute the discharge of pipeline 4 in cu.m per sec.