Observation Point 3 1 2 4 38.5 21.2 13.4 Ply V²12g Total Head E head losses Using Bernoulli, plot and label lines of elevation head, pressure head, velocity head, total head, and head loss. Measured and Computed Values of Head LO

Observation Point 3 1 2 4 38.5 21.2 13.4 Ply V²12g Total Head E head losses Using Bernoulli, plot and label lines of elevation head, pressure head, velocity head, total head, and head loss. Measured and Computed Values of Head LO

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: SITUATION: Water flows out of a hemispherical bowl full of water through an orifice 50 mm diameter…

A: Given = Bowl radius = 2m C=.60 Orifices diameter = 50mm. Depth of water at which surface of water…

Q: diameter of sewer pipe 1.8m Depth of water = 1.6m Q = 2.5m/s Given: Compute the velocity.

A: The main idea here is to calculate the area of flow. Using the formula provided in the image below.

Q: ute the Darcy velocity and seepage velocity for wa olumn with the following characteristics: K =…

Q: Time infiow (crs) 6:00 AM 150 Q4/ Determine the hydrograph at the downstream section if a storm…

A: Muskingum Routing method K = 8 hrs x = 0.15 ∆t = 6 hrs

Q: 16. Given the following data of a stream of uniform flow: A = 6.90 sqm (ave stream cross sectional;…

Q: A catch basin with an area composed of an equilateral triangle XYZ and a square section on the side…

Q: An orifice is placed at the side of 2 m diameter vertical tank. The center of the orifice is 10 m…

A: Find horizontal velocity :ux=2gHux=2(9.81)(3m)ux=10.95445ms

Q: A 90 degrees V notched weir installed at the end of a rectangular channel controls the flow of…

Q: A weir installed at the end of a rectangular channel controls the flow of water. The rate of flow is…

Q: 1. A stone is dropped into a well with no initial velocity and 6 sec later, the splash is heard.…

A: The depth of the well is measured from the equation motion. The equation used to find the time of…

Q: Using Theissen Polygon Method, calculate the average rainfall of the given section. Skm Skm Skm SI =…

Q: Problem 6.9 Using Snyder's method, derive the 6-hour unit hydrograph by using the following data. C…

Q: 5. How is absolute velocity at inlet denoted? a) V b) V1 c) C d) v

Q: A hemispherical tank of diameter 4m contains water up to a height of 1.53 m. An orifice of diameter…

Q: Q) Meteorological measurements on a cloudy day give the following data: Height above ground, Z (m)…

A: Given data, Height above ground, Z (m) Wind speed, U (m/s) z1 = 1.01 u1 = 7.470 z2 = 10 u2 =…

Q: Neglecting headloss, determine the manometer reading in the system shown when the velocity of water…

A: Given Data : Diameter of pipe, D = 75 mm = 0.075 m Velocity of water in pipe, V = 0.95 m/s To find :…

Q: From the 352 mm by 106 1.2 m mm venturi meter (C=1) compute the deflection of in the mercury…

Q: Water flows uniformly at a depth of 1.76m in a rectangular canal 6.2m wide, laid on a slope of 1.3m…

Q: Solve the following using Double Integration Method lo kaN /ma いニ Aon =? man bm ル EI = lo00 kN-m2

A: given- simply supported beam with UDL to find - maximum deflection.

Q: Water flows in a trapezoidal channel with side slope 1V:3H, bottom width of 16ft and water depth of…

A: To find Flow rate

Q: 2. Find the Mg, Me, RA and Rp using the moment distribution method. 30 kip 2 kip/ft 25 30

A: Given data:

Q: Plot the downstream hydrograph using Muskingum method with K= 4h and x= 0.5. The time interval is 4…

Q: Question: Open channel test is performed and according to the following; Calculate energy with point…

A: For open channel flow, the open surface is open to atmosphere.

Q: Using the following notes, what is the elevation of BM14? Station BS FS…

A: Using the following notes, what is the elevation of BM14?

Q: 4.7.2 (This problem is adapted from the Ground Water Manual.") Drawdown versus time data for an…

A: In this question we use Theis euqation Theis equation depicts radial limited groundwater flow in an…

Q: Find the diameter of a circular sewer pipe which is laid at a slope of 1 in 8000 and carries a…

Q: Town Rosario Dasmarinas Trece Martirez Y 60 Population (10,000s) 6.5 30 50 10 40 70 4.2 5.9 Silang…

Q: Problem 2: Ajet of water moving at 20 m/s impinges on a symmetrical curved vane shaped to deflect…

Q: 5. How is absolute velocity at inlet denoted? a) V b) V1

A: To find : How is absolute velocity at inlet denoted.

Q: Assuming an effective drift velocity of 0.25 ft/sec, calculate the required plate area, ft2. An ESP…

A: Given: Effective drift velocity = 0.25 ft/s Flow rate = 400000 ft3/min Efficiency = 98.6% = 0.986

Q: Figure No. 5 Given q = 100 N/m, P = 60 N and Mo = 1000 N.m. L1 = Sm, L2 = 2m, and L3 = 2m M

Q: Using Moment Distribution Method (MDM), what is the distribution factor 4 kN 20 kN 18 kN 4 kN/m A C…

Q: Determine final velocity Initial velocity%3D2 m/s Acceleration=1.6 m/s2 Time-4 s

Q: Water is pumped through a 500 mm diameter circular pipe which is 800 m long at a velocity of 2 m/s.…

Q: Q) The following data are obtained from the current meter gauging of a stream, at a gauging station.…

A: Given- V=0.72N+0.144N=rev/secV=km/hr Average width for first and last section-W¯=3+3222×3=3.375 mFor…

Q: Q.1 The velocity distribution in a turbulent boundary layer is given by 1/7 -(0)" 52

Q: The average weather conditions are; Net radiation Air Temperature Relative Humidity Wind speed…

A: Given data: The average weather conditions are given:

Q: find the flow rate of water through the sytem shown forthe turbine to produce 20 kW. Neglect…

A: Given: Power produced, P= 20 kW=20×103 W From the diagram, Pressure Head, H = 30 m

Q: 6. DISCHARGE BY VELOCITY-AREA METHOD. At a certain section of a river the left and right water edges…

A: Given Left and right water edges are 3 and 45 m from initial refrence point.

Q: Figure No. 5 Given q = 100 N/m, P = 60 N and Mo = 1000 N.m. L1 = 5m, L2 = 2m, and L3 = 2m

Q: *9.3 What is the maximum load that can be carried by 7.0 m diameter hemispherical parachute without…

A: To Determine The maximum load that can be carried by 7.0 m diameter hemispherical parachute without…

Q: A 1.75 m Area = 800 mm² B 1.25 m C Area = 500 mm² 75 kN 1.5 m D 50 kN P.

A: Determine the deformation of point b in mm

Q: 1. Find NB: Choices are 22.3, 12.04, 23.6, or 13.53 kN 2. Find NA: Choices are 7.54, 14.00, 6.05,…

A: Given: The mass is 1996 kg. The coefficient of kinetic friction is 0.37. Consider the figure,

Q: A closed cylindrical tank 1.845m high and 0.945m in diameter contains water of height 1.35m. When…

Q: Please solve this using Double Integration Method (DIM). Show complete solution. Thank you. 2.2 kips…

Q: Reservoir B in the figure receives 0.06 m³/s of flow. Determine the elevation of reservoir B. Do not…

Q: Gage Measurement P1 3 cm P2 40 mm P3 2 cm Determine the overage precipitation tor the above aato?

Q: Determine the Froude's number downstream of the jump. 0.339 B 0.384 0.435 0.486

A: Given Upstream depth y1 = 2mts Froude's number Fr1 = 3 Water under goes hydraulic jump let the…

Q: Depth of flow (y) in various cross-sections, R, = y Depth Yupstream mm 100 Ус 15 10 Ybefore the jump…

Q: The average weather conditions are; Net radiation = 100 W/square meter = 25 deg. C = 55% = 2.7 m per…

A: Evaporation rate by aerodynamic method is given by Ea= B(es-e) Where B is wind function in…

Concept explainers

Site Plan Requirements

A site plan (also known as a plot plan) is a diagram or process to show the proposed improvements on an existing property. A site plan is important, as it provides information regarding the landscape features of a given plot of land. Zoning is done or can be understood with the help of a site plan.

Question

please fill out the table using the given data ASAP

Full – Open Position (90 deg)
Pipe Inner Diameter = 1.23 cm
Computed Pipe Area =
cm?
Average z1 = 38.5
Vol = 746
ml
Time = 5.51
sec
Computed Q =.
cm3/sec
Computed V =.
cm/sec
Observation Point
1
3
4
5
38.5
21.2
13.4
Ply
V²12g
Total Head
E head losses
Using Bernoulli, plot and label lines of elevation head, pressure head, velocity head,
total head, and head loss.
1
TANK
2.
4
DATUM @
TABLE TOP
VALVE FULL OPEN
Question for Discussion: How do the head losses compare between the two trials? Suggest a
possible explanation for any differences (on the reverse side of this sheet).
Measured and
Computed Values of
Head

Expert Solution

This question has been solved!

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

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1 Formulas Used

VIEW

Step 2 Calculation

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 steps with 1 images

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

a = 4.5 m b = 33.0 kN/m c = 13 kN
OIL WITH SP.GR. 0.95 FLOWS AT 200 ? ??/??? THROUGHA 500 METER OF 200 MM DIAMETER PIPE (? =0.0225).DETERMINE THE HEAD LOSS A. 121.16 ?????? B.106.21 ??????C. 116.20 ?????? D.161.20 ?????
2. GLYCERIN (SP.GR. = 1.26 AND ABSOLUTEVISCOSITY OF 1.49 ?? − ? ) FLOWS THROUGH ARECTANGULAR CONDUIT 300 MM BY 450 MM AT THERATE OF 160 ? ??/???. DETERMINE THE HEAD LOST PER KILOMETERLENGTH OF THE PIPE. A. 35.27 ?????? B.32.57 ??????C. 37.52 ?????? D.37.25 ?????s
w = 12 kN/m P = 18 kNneed this asap
Given: Q=10.2 lit/sec Length of A=120m Length of B=2180m f of A=0.0138 and of B f=0.0142 pump Eff=80%, Po=22.8462kW diam of A=10.2cm. Find the diameter of B.
A pipe line between points A and B consist of 305m of 200mm, followed by 245m of 300mm, followed in turn by 150m of 200mm. If n = 0.011 and the total headloss from A to B 3.65m. determine Q by computing the equivalent length of 12in pipe.
4. Atube15mlongistoconnecttwolargetankswhosedifference in water level is 2m. The tube is to carry 5L/s of flow. What minimum size of tube is necessary to assure laminar flow condition?
Answer only that SECOND question thanks. Water is issued verAticalFly at the rate of 35462 L/s through a 61515 mm diamDSeter noASDzzle. What is the the maxiSmum heighDSt of watSDr can reaDSch. A rectagular canal 3.2 m wide and 1.2 m deep has a full capacity of 8.5 m3/s. Assuming n = 0.015 what is the slop of thechannel bed?
HELP ASAP! F: 50 N, a: 0.7 m, b: 1.9 m
Three Reservoir, named A, B, and C are connected by Pipe 1, Pipe2, and Pipe 3 respectively joining at a common junction. Determine the into or out of the reservoir A, B, and C in the pipe system, given the following data: Use n=0.011 for all pipes, hf=10.29n^2LQ^2/D^16/3 Reservoir A (EL 30m), Reservoir B (EL 24m), and Reservoir C (EL 15m) Pipe1: 30cm dia., 1200m long Pipe2: 20cm dia., 900m long Pipe3: 15cm dia., 1500m long
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. A 300 mm pipeline 3000 m long runs on a constant grade between two reservoir of surface elevation 148 m and 131 m respectively. The flow rate through the lines is inadequate and a pump is installed to increase the capacity to 0.2 m3/s. Assuming f = 0.012 compute for the energy produce by the pump?
Pipe with L=2km, HL (head loss)=96.68m and roughness Ks=0.046mm has flowing water with viscosity v=1*10^-6 (m2/sec). D=75mm. Find the average velocity from Moody Chart. (Handwritten solution)