Ground levelThe rectangular cistern (storage tank for rainwater) shown has itstop 15 ft below ground level. The cistern, currently full, is to beemptied for inspection by pumping its contents to ground level.1520 ftAssume that the water weighs 62.3 Ib/ft.3521 ft14 ftComplete parts (a) through (d) below.a. How much work will it take the empty the cistern? Set up an integral to find the work done.OdyW =

Length of cistern(L) = 14 ftWidth of cistern (B) = 21 ftWater level = 15 ft to 35 fty1 = 15 fty2 =…

The rectangular cistern (storage tank for rainwater) shown has its top 15 ft below ground level. The cistern, currently full, is to be emptied for inspection by pumping its contents to ground level. Ground le 15 20 ft Assume that the water weighs 62.3 lb/ft. 35 21 ft 14 ft Complete parts (a) through (d) below. a. How much work will it take the empty the cistern? Set up an integral to find the work done.

The rectangular cistern (storage tank for rainwater) shown has its top 15 ft below ground level. The cistern, currently full, is to be emptied for inspection by pumping its contents to ground level. Ground le 15 20 ft Assume that the water weighs 62.3 lb/ft. 35 21 ft 14 ft Complete parts (a) through (d) below. a. How much work will it take the empty the cistern? Set up an integral to find the work done.

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: IX. PROBLEM SET NO.1 1. A closed tank contains 0.610m of mercury (sp.gr. 13.6), 1.524m of…

A: Given,Pressure at tha bottom of the tank, Pt=276 kPa.Specific gravity of mercury = 13.6Specific…

Q: 0 st 2024 Home Dashboard My courses 1 d out of elearn.just.edu.jo ? O Water flow through this pipe…

Q: H.w) Jet water in pipe with diameter aqual to somm maving to velocity =30 mlke. divided into two…

Q: The penstock shown is retrofitted to an existing dam to deliver water to a turbine generator so that…

A: Given, D = 24 in wst = 0.07 lb/in2 γw = 0036 lb/in3

Q: Q1) Water is flowing in three side-by-side pipes of diameter (1.8m) each. The Manning's (n) and the…

Q: Determine the oil surface elevation at section 1. Elevation = ? 60 m k,- 0.040 mm 8-0.1 m Elevation…

Q: Q#1: a. Analysis on canal section is carried out by technical team of WASA for a current water flow…

A: Given that: Discharge in the canal, Q=8000+2R=8000+2(58)=8116 ft3/sTemperature =…

Q: the level of water at A to maintain a constant depth of 11 ft. If the 50(10³) lb, determine the…

Q: depth h of the water.

Q: help asap plea

Q: Water at 7 ft/s and 65 F flows in a 10 in schedule 40 pipe (inside diameter from Table A.III.1(SI)…

A: The given data is shown below: Velocity=7 ft/sDiameter=10.02 in.

Q: Water flows under a sluice gate on a horizontal bed at the inlet to a flume. The water depths at the…

Q: An open rectangular tank measuring 5 m long, 1.82 m wide, and 2 m high is filled to a depth of 1.6 m…

Q: P2 -50 mm %3D 50 mm 10m P3 d. = 30 mm

Q: Describe the dimensions of the concrete pipe. Write a short passage included a statement about the…

A: Concrete pipe: Robust and substantial structure Dimensions: - Length: 15 meters - External…

Q: Two pipes with C1 = 120, connected in series, discharge 4.75 cfs with a loss of head of 27 ft. Each…

Q: Based on the layout of the water supply system, how much pressure in psi will be available at the…

Q: 3. Solve for the minimum tension on the cable necessary to open the circular gate AB. Neglect the…

Q: Determine the oil surface elevation at section 1. Elevation = ? -60 m 5=2< Oil, S = 0.9 v = 3 x 10-5…

Q: A 65 in2 floodgate, weighing 2200 Ib, is hinged 44.5in above the center and the face is inclined 5…

A: Given: 65in2 floodgate, weight of gate = 2200 lb, Inclination- 5deg, Hinged 44.5in above the centre.…

Q: A conical water tank has its top at ground level (consider this to be the x-axis) and its base 12 ft…

A: Given:- radius of cone R = 4ft Height of cone H= 12 ft Weight of water γw = 62.4 lb/cu.ft To find:-…

Q: Will the 100 drum stay in place, tip, or slide. H, 0.3, H,= 0.25. 260N 0.75 1.25 Answer(s): Drom

A: Given : Will the 100 kg drum stay in place or slide ?

Q: Q1) Water is flowing in three side-by-side pipes of diameter (1.8m) each. The Manning's (n) and the…

Q: Q) Water is flowing in three side-by-side pipes of diameter (1.8m) each. The Manning's (n) and the…

Q: Assume water flow through a pipe with two sections. Assume the diameter is 6 and 9inches. The…

Q: Q1) For the composite channel shown in Fig. The bed slope is (0.0003). Calculate: 1- The discharge…

A: Draw the figure From the above figure ABC⇒1 (Q1) BCDE⇒2 (Q2) EFGH⇒3 (Q3) HGI⇒4 (Q4)

Q: The pipe in figure discharges water from an upper tank to a lower tank as shown. The pipe consists…

A: Length of pipe=500ft Diameter of pipe=6 in To find discharge

Q: Q2) Water is flowing in three side-by-side pipes of diameter (1.8m) each. The Manning's (n) and the…

Q: 3. Compute the flow rate in a gutter section with a design spread of 3 m and cross-slope of…

Q: The tank contains water to a depth of 6ft, determine the magnitude and location of the horizontal…

Q: 1. The total headlost from A to E as shown is 20 m. Use n = 0.011 to all pipes Compute for the…

A: Manning coefficient (n) = 0.011Total headlost from A to E (hfT) = 20m Determinea. Discharge at line…

Q: O-4-B/ water flows from a storage reservoir Channel which is (20ft) wide, the channel rectangular…

A: Given thatWidth of channel = 20ftDepth of channel = 4ftRoughness coefficient = 0.01Max discharge and…

Q: W1 W2 Florescence No. Load(KN) (DRY WEIGHT) (WET WEIGHT) 2500 area (mm) 1 518.4 2100 600 520.1 2120…

A: Consider the table data given in table; No. Load (kN) W1 (Dry weight) W2 (wet weight) Florescence…

Q: An aluminum block (SG=2.5) has a dimension of 0.37 m x 0.37 mxh meters. It is floating in mercury…

Q: Determine the discharge through the three new cast iron pipes connected in series having diameter of…

Q: Calculate the total head loss through the four new cast iron pipe connected in series having the…

Concept explainers

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

Ground level
The rectangular cistern (storage tank for rainwater) shown has its
top 15 ft below ground level. The cistern, currently full, is to be
emptied for inspection by pumping its contents to ground level.
15
20 ft
Assume that the water weighs 62.3 Ib/ft.
35
21 ft
14 ft
Complete parts (a) through (d) below.
a. How much work will it take the empty the cistern? Set up an integral to find the work done.
Ody
W =

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: Data

Step 2 : Force

Step 3 : Work done

Step 4 : ANSWER

Trending now

This is a popular solution!

Step by step

Solved in 4 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

Water flows through a 1950ft pipe 6 inches in diameter at 3 cfs. find the headloss (ft). using darcy weisbach if f=0.025 express in 2 decimal places
Determine the equivalent length pipe with a diameter of 300mm and a C value of 100 that will replace the arrangement from A to C below. A 800m, 4000, C=90 1600m, 3000, C=110 1400m, 2000, C=95 C D
Please answer hand writing
an orifice is placed at the sude od=f a 2m diameter vertical tank. the center of the orifice is 10m above the ground and 3m below the water surface. how far from the side of the tank the water reaches the ground?
01) 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.
Q2: Water is flowing through an inclined pipe and two sections (section 1 and section 2 ) of the pipe are considered. The diameter of the pipe at section 1 is (200 + 33 ) mm and (120 + 33 ) mm at section 2. The elevations of the sections 1 and 2 above datum are (800 + 33) cm and (400 + 33 ) cm respectively. If the pressure at section 1 is 40x104 N/m? and the discharge through the pipe is 60 litres per second, calculate the intensity of pressure at section 2. /
For the composite channel shown in Fig. The bed slope is (0.0003). Calculate: 1- The discharge of the channel 2- The required freeboard
Please explain each step.
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 >
A 30-cm by 15-cm Venturi meter is mounted on a vertical pipe with the flowupward. One hundred twenty-six (126) liters per second of oil (s.g. = 0.80)flows through the pipe. The throat section is 15cm above the upstreamPage 2 of 3section. If Cv=0.957, what is the difference in pressure between the inlet andthe throat?
Hi kindly answer the problem attached image below. Thank you!ASAP.
The three-cistern system in the figure contains water. If L1 - 2000 m, f 1- 0.013, D1 - 1m; L2 - 2300 m, f2 - 0.02, D2 - 0.68m; and L3 - 2500 m, f- 0.023, D3 - 1.20m. 120 m 100 m Datum Compute Q2 in /s. BOX FINAL ANSWER THREE DECIMAL PLACES