Three tanks that are located at different heights of a hill are connected. Go through the following steps very carefully, Denatment of Mechanical Engineering sketch the network, list your assumptions, indicate the energy and hydraulic grade lines on a clear sketch, EST 1968

Three tanks that are located at different heights of a hill are connected. Go through the following steps very carefully, Denatment of Mechanical Engineering sketch the network, list your assumptions, indicate the energy and hydraulic grade lines on a clear sketch, EST 1968

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Similar questions

Hi there can you review the question below, it has been solved already in this platform,But I can't figure out why on differentiating dh/dw on the equation B of this problem gave a result of dh=(-9/50)*dw. Shouldn't it be dh=(-9/50)w*dw? Cheers... THE PROBLEM REFERED IS: The cross section of a particular riverbed is a parabola. A dam blocks its path. The width of the river at the dam is 20m, and the greatest depth at the dam is 9m. Find the total force exerted on the face of the dam.
The cross-section of an open tank is shown below at left. BC is a cylindrical surface with radius r = 6 ft, and the tank water depth is h = 10 ft. A free body diagram (FBD) for hydrostatic analysis is shown below at right. Use this information to solve problems 12 through 15 on a per unit width (into the page) basis. FBD: A B B OThe magnitude of the horizontal force Fy is nearest 1a) 490 lb/ft width of tank (b) 1610 Ib/ft width of tank (c) 3120 Ib/ft width of tank (d) 12.5 Ib/ft width of tank (e) None of the above are close to being correct ) The center of pressure Yp is ft below the water surfa The magnitude of the vertical hydrostatic force Fy is nearest (a) 1765 Ib/ft width of tank (b) 3744 Ib/ft width of tank (c) 1980 Ib/ft width of tank (d) 10.4 Ib/ft width of tank (e) 675 Ib/ft width of tank The location of Fy left of side AB is nearest ft OST or DISTREBUTE - THANK YOU
6 x 2/ Given in the design of the following movable grid system: field dimensions (360m x 1080m), soil mixture alluvial, effective depth of root zone (80 cm), German consumption (8mm / day), sprinklers (Jism and 9m), average Wind speed (2m / sec), water holding capacity (1.7mm / cm), moisture depletion rate (50%), base infiltration rate (10.2mm / hr), note that the irrigation efficiency is (659). The main pipe passes outside the field. The spray tube is made of Aluminum material discharge coefficient (0.967 = c) required:. 1. Net irrigation depth 2- Irrigation interval 3- Total irrigation depth 4- Irrigation rate b) Number of spray tubes needed for the field c) Sprinkler drainage, spray diameter, pressure charge rate d Diameter of spray pop in cases: 6 1- Spray pop Hesto 2 The spray pop has a downward slope of (19). 3- The spray pop has a slope of (19). The pressure charge at the entrance and end of the spray tube for the three cases in d %3D
Determine the following:What is Rainfall-Run off Relation?Definition of hydrographWhat is Hydrograph separationWhat is Unit HydrographEstimation of Discharge using hydrographWhat is Rational Formula and SCS Curve? Please type it in here and not in a piece of paper.
You’ve sent your assistant out to measure the flow properties of a frictionlessrectangular flat channel. Your assistant returns with measurements for the depth (d2 =1.4 m), the specific discharge (q2 = 10.0 m2/s), and (somehow) the height of the energygrade line at 4.0 meters all at the downstream cross section. They haven’t done aspectacular job leaving you to solve for d1, q1, V1, and V2. There are two potentialanswers for d1 and V1.
Fluid A oil. abs + Tatm.) : 8. In the figure whown, PluidA is oil (s.9. = 0.80), Fluid B is upecial gage liguid (s.g.:s.g=2A), and x- 1.45 m., determine the clevation z of Fluid A if the prassure at pt. nis 22.06/25 klag and it is three - fourts of the pressure at pt.m. 3. %3D Fluide) sgl. Z :?
- An arrow is layinched at va so m/s and 10°. Fird the maximun. height, and the fime it takes to reach this height Answer: h 134.78 m, t=5.24 jec. %3D Provide compele soition witn derivarion ot fonnulas (integrals and denvatives). Complete unit / soution piease. Gravitational constant g=9-8
PDF tile. (Non-anonymous questionO) An 8-cm diameter pipe is used for a pipeline for moving oil from one another container to at a discharge capacity of 0.001 m³ /s. Determine the centerline velocity if V = 2Vave- (Note: u = 2 x 10-Sm²/s and SG = 0.85) %3D
You are drinking water through a straw of length 20cm and diameter 4mm at a flow rate of 2mL/s. You can assume density of water =999Kg/m³, dynamic viscosity of water = 0.001Pas and acceleration due to gravity 9.81m/s². a) Considering laminar flow, what is the head loss hL through the straw? Provide your answer to 3 decimal places. hL = b) Consider that the straw is positioned vertically, what is the pressure gradient along the straw in vertical direction deltap/L. Provide your answer to 3 decimal places. deltap/L = kPa/m. m.
PLEASE BOX YOUR ANSWERS Problem-3 The water flowrate, Q in an open rectangular channel is a function of height, H, the channel width, b, and gravity, g. In a lab test it was determined that if b = 3 ft = 1.96 ft/s. Take H and g as repeating variables to determine an equation for the flowrate if it known that Q is directly proportional to the channel width, b. and H = 4 in., then Q
1. Three reservoirs are connected by individual pipes to junction O as shown on the figure below. Find the elevation of reservoir C in order that the discharge in pipe AO from reservoir A is 0.15 cubic meter per second. Use Darcy-Weisbach formula with f= 0.02. Draw the final hydraulic gradient line (HGL). Discharge, Q |(m³/s) 0.15 (out) Length, L (km) 1.40 Reservoir Diam., D (cm) WS elev. (m) A 35 145 ? 25 0.90 125 ? 30 1.60 A B
The Hazen-Williams hydraulics formula for volume rate of flow Q through a pipe of diameter D and length L is given by Q - 61.9 D263 Ap 0.54 where Ap is the pressure drop required to drive the flow. What are the dimensions of the constant 61.9? Can this formula be used with confidence for various liquids and gases?