please fill out table show work g = 9.81 m/s²Calculate: Flowrate Qv (m^3/s), Total head Hd (m), Output Pump Power (W), and Overall PumpEfficiency (%) for a single pump.p = 1000 kg/m³OutletPumpMotorTime to VolumeFlowInletInlet HeadOutletHeadPowerSpeed ncollect(L)rate QvHeadCorrectionHead hoPumpTotal PowerHeadOverallOutput(Hz)(s)correction(m^3/s)hi (m)InputPumpEfficiencyhdi (m)(m)hdo (m)Wi (kw)H (m)Wo(Watts)np (%)506.510-0.50.023100.230.25454.5500.023120.230.18

Answered: g = 9.81 m/s² Calculate: Flowrate Qv…

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

Design the water distribution network given below by using the Hardy-Cross method. Use the Darcy-Weisbach equation for head losses. = 0.015 v 1.14 x 106 m²/s Pipe AB BD AC CD CE EF DF Length (m) Diameter (mm) 500 400 400 500 400 500 400 1.325 [Ln (3.70 D + 5%)] 5.74 Re 150 lit/s 35 lit/s A C 250 150 300 250 250 150 200 E LV² h₁=fD2g B D F 35 lit/s 35 lit/s 45 lit/s
5) Given the pump curve below, what will be the flow rate and head added for three of these pumps is operating in parallel and each pump is operating at point 2? Standard System 1200 3 hp 900 600 300 2 4 6 10 12 14 16 GPM Feet of Head (TDH)
Answer only that SECOND question thanks. Water is issued verAticalFly at the rate of 3D32FAS L45/s through a 6153SA15 234 diamDSeter noASDzzle. What is the the maxiSmum heighDSt of watSDr can reaDSch. 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.
Answer only that SECOND question thanks. Water is issued verAticalFly at the rate of 35462 L/Ts through a 61515 mTm diamDSeter noASDzzle. What is the the maxiSmum heighDSt of watSDr can reaDSch. The nozzle which furnished the water to a certain hydraulic turbine 280 mm in diameter and has a coefficient of velocity and discharge of 0.98 and 0.95 respectively. The nozzle supplied from 60 cm in diameter pipe in which water approached the nozzle with a total head of 335 m. Compute for the power in kN/s delivered by the jet to the turbine
5:58 PM | 17.0KB/s & ⓒ ← Assessment 5 3 of 10 Oil flows through the system shown in the figure below with negligible losses. Determine the flowrate. Save for Later Stream A =18 in.2 Oil SG = 0.85 라 5ft 0.8 ft A = 50 in.2 0/10 Attamutan Courses ·SG = 2.5 ft3/s 11-19 Calendar 51 : = More
SITUATION 2 (For this situation, there are no choices but you can input your answers in google forms later) Calculate the following if the amount of flow is 1.26m³/s, the 80% efficient pump delivers 1073kW, and the turbine is 92% efficient. EL. 120.50 C-110 0.60m-diameter 360m EL 77.90 C-110 0.60mdiameter 45.60m P 556m 14. Compute for the energy given by the pump 15. Total Head Loss
discharge through pipe is 10m3/sec.and total head is 100 ft.calculate unit power of pump?
Q3. Compute volumetric flow rates in each pipe for the given data: Pipe Li (m) Di (cm) Ei (mm) 800 8 0.25 1200 12 0.20 3 600 16 0.28 190m 140m 110m Datumn
Using the pump selection table below to determine the best pump for the given condition: 20 Imp.g.p.m 100 • A flow of 0.01 m³ /s and a head of 25 m 20 US.g-p.m 200 s 0 100 100-80/32 100-65/32 300 65–40/32 80-50/32 100-80/26 125-100/26 12 5-40/265-50/26 80-65/26 100 50-32/25- 1-100/20 100-80/20 (ft) 5-50/2080-65/20 65-40/20 50-32/20 100-80/16 80-85/16 65-50/16 (m) s0-32/16- 65-40/16 80-65/13 S-0/13 65-50/13 40–32/13 20 2900r/min 14 14 nyh Q L/s 12 50 200 s0 * O 100 15 125-100/16 ..
DT. Asmaa Abdul Jabbar Q2: Water flow from B to A, if real power of pump =175kw, with efficiency 85%. (neglect minor losses) Find: Discharge at each pipe. Pipe No. L (km) D (cm) f 0.018 1 0.5 15 2 0.55 20 0.02 EL.25m A P 1 2 EL.100m B
l Globe 1:18 AM O 100% E Done REVHYO5-PS ΟNLΙNE cn # (0922) 8.777 211. SUBJECT CODE: REVHY05 PROBLEM 19: A spillway controls reservoir 4.6 hectares in area. The permanent crest is at elevation 75 m. Water can be drawn from elevation 76.5 to elevation 75.5 m in 42 minutes. Find the length of the spillway in m. Use Francis formula. а. 13.9 b. 14.9 С. 11.9 d. 12.9 PADILLA REVIEW CENTER ONLINE cn # (0922) 8.777 211. SUBJECT CODE: REVHY05 PROBLEM 20: A canal line 1.4 km long is designed based on a storm on a 6 ha. property which produced 40 mm per hour. Assuming a velocity flow of 0.8 m/s with runoff coefficient of C = 0.5, what peak discharge can be expected from the area in m3/hour? %D а. 1500 b. 1200 С. 2400 d. 1800 PADILLA REVIEW CENTER ONLINE cn # (0922) 8 777 211 SUBJECT CODE: REVHY05
Fox flowe rate 28 Lis Find pump Power EL. 60M L00 Mm. 150 Mm El. 30M

SEE MORE QUESTIONS

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Fundamentals of Structural Analysis

Civil Engineering

ISBN:

9780073398006

Author:

Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning

Publisher:

McGraw-Hill Education

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS