Determine the head discharge of a canal from the following data the value of time factor may be assumed as 0.75 4 geteranine he oad hoad discharge of acamal Jaom the Aallowing dalaBase peotod aDEa indon days CB)(B)120 doysdaff im hee/m3()crophec.Rice40001500Wheat120 days 35002000Sugancon 310 daysThe value of Aiome yacor mayesumed as 0.75-30001200be

Introduction- The duty on capacity is the ratio of the expected area to be watered for the base…

Answered: Determine the head discharge of a canal…

Engineering

Civil Engineering

Determine the head discharge of a canal from the following data the value of time factor may be assumed as 0.75

Residential Construction Academy: House Wiring (MindTap Course List)

5th Edition

ISBN:9781337402415

Author:Gregory W Fletcher

Publisher:Gregory W Fletcher

Chapter4: Test And Measurement Instruments Used In Residential Wiring

Section: Chapter Questions

Problem 5RQ: List three important rules to follow in the care and maintenance of meters. (Objective 4-14)

See similar textbooks

Related questions

Q: Route the inflow hydrograph given below through a reservoir. The storage data (surface elevation…

A: The inflow hydrograph generally occurs from design rainfall, reservoir release, and landslide into…

Q: A canal lock is 6m wide by 24m long. The time to empty the lock is 5 minutes. Determine the area of…

Q: QUESTION#1:- Compute the discharge of a river from the data given in table below. The curent meter…

A: The discharge is given by: Q=A×V Where, A = Cross section area = Width×Depth V = Velocity = n×a+b n…

Q: gn a circular primary settling tank for a sewage treatment plant. Given data are Flow rate = 27000…

A: Given data- Circular Primary Settling Tank Flow rate (Q) = 27000 m3/day Retention Time (tR) = 2.5…

Q: A pipe 800 m long connects two reservoirs whose level difference is 60 m. Find the discharge in pipe…

Q: 2. From the current meter notes taken on the Masiu River (table below). All measurements are in…

A: During a unit time period, a discharge measures how much fluid flows. Both volume and mass are…

Q: Compute the discharge of a river from the data given in table below. The current meter coefficients…

A: The dischrage is given by: Q=A×V Where, A = Cross sectional area = Width×Depth V = Velocity = n×a+b…

Q: Liquid is flowing from one reservoir to another reservoir as shown in Figure through 10 cm diameter…

A: Diameter of pipe, D=10 cm=0.1 m Area of pipe, A=π4×D2=π4×0.12=0.007854 m2 Radius of pipe, R=0.05 m…

Q: A three reservoir problem shown in the figure with their corresponding length and diameter.…

A: L1= 1700m L2= 1900m L3= 3500m

Q: the head loss of the pipeline

Q: Determine the discharge using Hazen Williams Formula at C = 130 if the diameter of pipe is 1m,…

A: From the given question it is required to find the discharge by using HAZEN WILLIAMS FORMULA. Where,…

Q: Calculation and Results 1- Calculate the Reynolds number for each flow quantity and indicating the…

A: Given flow rate data: Diameter of pipe (D) = 1.8 cm Length of pipe (L) = 87 cm Area of…

Q: 2) A simple water distribution system is shown in the diagram below. Determine the flowrate (cfs)…

Q: A stream has a width of 25 m and depth of flow 2.5 m. The mean velocity of the flow is 1.10 m/s.…

Q: The water distribution system used to supply a small area in Bousha area is shown in Figure Q 2. For…

Q: Use the following values for your calculations: width of channel, b = 36 cm; roughness, n = 0.01. 1.…

A: Note: As per our policy for a multipart question only three parts can be solved for other parts…

Q: If a given 1.8-m diameter culvert conveys water at a depth of 160 cm, then: Calculate the flow…

Q: Develop the flow rates in the network shown below, 63 L/s 4 150mm 152 m 150mm 305 m 150mm 305 m…

Q: Q1: given a reservoir with a storage discharge linear relationship governed by the equation: S-KQ,…

A: Solution: Given: K = 8000 S = 30000 m3 time difference =1hr Initial storage = 30000 m3 Initial…

Q: A channel with a cross section shown in the figure below has a flow of 10.5 m's. The slope of the…

A: Solution (a) Channel bottom slope, S = 10105 = 10-4 roughness, C =40 Q = 10.5 m3/s Assume depth of…

Q: Following are the data of gauge and discharge collected at a particular section of the river by…

A: Given, stage-discharge data as, Discharge (cms) Gauge reading (m) 20 6.4 40 6.4 76 6.5…

Q: If the flow into and out of a two-loop pipe system are as shown in Fig. Determine the flow in each…

A: Given:- K1=1 K2=4 K3=3 K4=4 K5=2 K6=5 n=2 (number of iteration)

Q: The average values of the natural flow are 8 million m3 of water per month during winter and spring…

Q: The mean, standard deviation, and skew of the log transformed discharges for the Medina River,…

A: step 1-

Q: A discharge of 600 liters/sec flows through a pipe having a diameter of 400 mm., length of 40 m.…

Q: 2.In a water treatment unit, the flow through a trapezoidal cross-sectional tapping channel, is…

Q: The elevation-area and elevation-discharge relationships for a reservoir are as follows: A= 2 + H Q…

Q: depth y, is 2.42 ft, what is the discharge? v 2g Energy Line V1 TA V2

Q: A river model is constructed to a horizontal scale of 1: 1000 and vertical scale of 1: 100. If the…

Q: The discharge in an open trapezoidal channel was measured by slope area method. Depth of water =…

Q: A flow of 1.5 m3/s is divided into three parallel pipes of diameters 30, 20, and 45 cm and lengths…

A: To determine the head loss and distribution of flows for the parallel pipe system. Given, Initial…

Q: 665 li/s, calculate the following. Discharge through pipe 1, discharge through pipe 3 Elevation of…

Q: Q3: The stage discharge for a river is given below: Stage(H),m 3 4. 7 q m/s 90 203 420 710 900 1-…

A: Given the stage-discharge for a river as, Stage(H), m q m3/s 1 90 3 203 4 420 6 710 7…

Q: The discharge from a spring is to be measured with a 90° V-notch weir. If the head observed on the…

A: given data: CD=0.58Head (h)=5cm=0.05 m

Q: Given the tabulated data of a stream, solve the total discharge showing your complete and…

Q: The three reservoirs A, B and C are connected by pipelines A, B and C respectively. the elevation of…

Q: 5.25 The hypothetical water velocity in a V-shaped channel (see the accompanying figure) varies…

Q: B)Calculation of total flow rate per unit length of soil under the dam

A: Draw the flow net diagram.

Q: 7. When just full, a reservoir has a surface area of 0.8 km², and this area is approximately…

Q: 3). Determine the head discharge of a canal from the following data: The value of time factor may be…

A: Duty on capacity is the ratio of area estimated to be irrigated for base period to the discharge at…

Q: A trapezoidal canal has a depth of 7.382 feet. It has a mean velocity of 2.953 fps. Determine the…

A: Use width formula and slope for efficient section.

Q: Q1) The following data were collected during a discharge measurement operation. Compute river…

Q: A rectangular suppressed weir, 1 meter in length is used in a reservoir with an area of 50 square…

Q: Q3) For steady flow in rivers, the discharge measurements are taken during both the rising and…

Q: A three reservoir problem shown in the figure with their corresponding length and diameter. Assuming…

A: The discharge at the pipes, length of pipes three piles (1, 2, and 3)are given and the diameter of…

Q: For a ditch drain shown in the figure below find discharge capacity in cumecs using Elliot's formula…

A: A particular form of chezy equation is called Elliot's formula. Given, ∆h= 20 cm/km

Q: Given the tabulated data of a stream, solve the total discharge.

Q: Design a circular primary settling tank for a sewage treatment plant. Given data are: Flow rate =…

Q: 118. Design a circular primary settling tank for a sewage treatment plant. Given data are Flow rate…

A: Primary settling tanks are used to remove solids at wastewater treatment plants. They are…

Q: HYDRAULICS Convert all units in SI. Round off to 2 significant figures. Compute the discharge of…

Question

Determine the head discharge of a canal from the following data the value of time factor may be assumed as 0.75

4 geteranine he oad hoad discharge of a
camal Jaom the Aallowing dala
Base peotod aDEa in
don days CB)
(B)
120 doys
daff im hee/m3
()
crop
hec.
Rice
4000
1500
Wheat
120 days 3500
2000
Sugancon 310 days
The value of Aiome yacor may
esumed as 0.75-
3000
1200
be

Expert Solution

This question has been solved!

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

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Step by step

Solved in 4 steps

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

Quantin remune venel han at atmalpheric presmine. 9+ han intermal Neleme am of à denred to tol 3 0 bar buy pumping awater into iti O.5m3 retest the veud at The eskmated variationm the chage of the Contewneri clese, to pressurdlahion Calculatetehe mai of venel tol atwiy in A the empty volume 6 perreut. peumpeal into the to 300 bars water be to prenine level. Given the bula modeley マ×1o?A/ i the dewred of elaiwuty of lerdte
E The average amual precepukeAion of Apam, a vultage camminuty e in the centhel Regisn ot ahana r l0te 1070mmlyr. This Sub-cafehment with evA area ot aboutA 24 fal eftm has an annual N 200mm lyr. affyming the basic concept ot water bakance, Calulate the ynoff Q m me from wrthih the fub-cafchment evapora1sn of 550mm ly amel an inrerafion rate of
Ruviere D.E. froportional' to the speed at limiting spud is Ihalf triat 'spud in A body falls inn a umedium Ofperang resistawce tiwe PIE the cattering 15 mis auet if te body g what was Ht initial sped?.
Whathorsepowermustbesuppliedtopump2.5cfsofwaterfromthelowertotheupperreservoir? Assume that the headloss can be calculated from the formula hL = 0.015(L/D)(V 2/2g).
L=10' Example 4 Use Ex.1 sectim. W=? A L + Problem 1 Complete Ex.4. HW B 4/2 W/₂ ↑RD RD를 C o ΣΜ EMỌC :: RD=0 W C In 212 RD = ? (kips) D W 2 L/₂ PW -straight" то no BM in it 13
Q3 Jor 1 Deom, SF= 1-12 , Pos gEu Bandiing-1-5 g allowalle shen is enereased bey 20%. gor winddEarthqualke drade Tuen Laad Jaetor=?
Chlonae Usace n th trestmest of 13,000m²/d o woter à 6. Olcç Id, theresiduel after 10 minates centact 120.25mg IL chlocne demand of th water Compute th dorage in mglL aad
. Evaign a Lasiste-Softeaer for en inaustrial concern, using follereng sica in Qt uf sot water reguirad per heur 25,000 litrer (i iHariness prezert in ra uraber es CaCO, - 00 opm. Ii Hardnesa to be chained in thetreated supplies = 50 ppin iu) Awn esclasge capacity o thezeoilte = 10 or Aardness per cu. m. of zealte (u) Sut egvired fer eenerstion o eclausted seclie = 50 kg per cu. ri. of zela Ainn asaame that tle indestuy eorks jior 2 shifs of 8 hours ecch, per das Make swituble eiszupriens whire rendrd, if not given.
0 Ganmidee the hemispkeecel shiell Rcol shlebe ubyed 6a eidisl (un, doen). Compute the verhol' Poeca" E eud show tht Shown belbw stres by: FORca' Fv Deud show that it is epuol a 2 Fr = 6.TR hint: do
Detemmmie the cooTUmates oI LTe centrORU OF trhe Smaded area. y 25 45 55 25 65 80 55 165 Dimensions in millimeters Answers: mm mm
Bk S, Aggregace 2674 %Ac | spee o Soaroed AC of Agg g 00 Eeie SG. Mg 2717 weigh, et (g Vo | O Sabiey b () VPR | Messured | Adusid Pl 25 mm)
QuesHon - ona odius of H007 200tor ve is om peSign speed [1. IS G0 kmph f=0.15 -, Calulate supereleva hon seauised if tull latesol foiCAon Bassumed to desrioped - Colu ale rallk e of f nceded it No Supes elev Dtion is Provided