Reservoir A and B located at 220 m and 100 m elevation respectively is connected by a 300mm diameter pipe having a length of 100 m. Compute the power extracted by a turbine if it installed at a point between reservoirs A and B. Discharge flowing through the pipe is 200liters/sec and C=120. O 230.11kW 215.03kW O 172.30KW 283.15kW

Reservoir A and B located at 220 m and 100 m elevation respectively is connected by a 300mm diameter pipe having a length of 100 m. Compute the power extracted by a turbine if it installed at a point between reservoirs A and B. Discharge flowing through the pipe is 200liters/sec and C=120. O 230.11kW 215.03kW O 172.30KW 283.15kW

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

Re = 2* 106 e/d = 0.04 Find f? 0.1 f 0.03- 0.008 Laminar flow 64 f-1 (Re) Critical zone Moody's Diagram Transition Zone 2000 1-1 (R. e/D) Smooth pipe f-f(R.) R. Fully Turbulent zone f-f(e/D) e 2×106 e Q Re-2×10 c/D-0.04 f=? Ans = 0.03 -0.05 0.03 e/D 0.004 108 0.00001 Activate V Son
it should be the addition of 3 discharges right?
No. Date 40:5 18KW E= L00 CPA エ= (9X10°m5 4. A 2m 4m 2m A. a. BS. the deptection at
Consider a system shown below: 5 m 1 m 4 kN/m B 2 m With respect to above system, SFDS and BMDS of various sections are drawn? C.
Cauleulute influence line for C Riultion @ point B intermel mes mut @rtC. inkernel ohear @ sappport lelt hund sicle
From the given level notes as shown below, STA FS ELEV BM-1 100.345 TP-1 TP-2 TP-3 TP-4 BM-2 TP-5 BM-3 BS 2.87 4.03 1.48 5.25 7.11 6.39 3.68 4.29 3.25 3.09 3.16 2.25 2.67 1.43 Determine the elevation of BM-3. Simply type the numerical value without unit. Express answer in three decimal places.
CAsensusanyDounbad Telegram20Desktop/Weighted20roughness20coetfficient20151 pdf al O H.W. Q1) Water is flowing in three side-by-side pipes of diameter (1.8m) each. The Manning's (n) and the bed slope of each pipe are (0.017) and (1:1000) respectively. The water depth in each pipe is (1.6 m). After the development, the discharge above is expected to increase by (25%), and the engineers have decided to replace the three pipes by a trapezoidal channel. The new channel should have (n= 0.013) with the same bed slope , B = 1.15 y , and z=1. Design the cross section of the new channel. II >
Critical path, Total float, Free float, Independent float A - 4 B - 3 C - 4 D A 5 E B 7 F C 4 G D 5 H F 7
pls help. thanks
What is the difference between partially and completely submerged gates
Fluiid mechanicx. hydraulics