In a furrow irrigation system, the following information is givenLength of a furrow = 200 mInflow = 1.5 1/sAdvance equation = x=5t0.8Intake equation = l=115.2t05, 1 in I/hr/1 m and t in minutes%3DFurrow spacing = 80 cm%3DFindIrrigation time to achieve an average infiltration depth of 100 mm

Answered: Image /qna-images/answer/2fc45b8a-03e2-40f9-ab69-6a694b0f061c.jpg

Answered: Find Irrigation time to achieve an…

Engineering

Civil Engineering

Find Irrigation time to achieve an average infiltration depth of 100 mm

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: Given: Rate of infiltration, in/hr 3.5 Final capacity, in/hr 0.4 Horton k, hr 1 0.3 Solve for the…

A: Given data in question Rate of infiltration Final capacity Constant value Time To find out…

Q: b) Assuming that depression and interception losses are w indices. ignorable, calculate o and

Q: Briefly explain the methods used to check the quality of water in form of flowchart. The methods…

Q: (b) Given data : K =0.3 hr¹, K₂ =0.3 hr¹; fo =0.75 in/hr, fc = 0.25 in/hr. 0.1 0.2 2 1.0 3 0.8 t(hr)…

A: Given: fc=infiltration capacity at any time t,=0.25 in/hr fo=initial infiltration capacity=0.75…

Q: A town covers 2000 acres with population density of 60 people/acre. Total wastewater production…

A: Answer We are given Town Area = 2000 acres Population density = 60 people/Area Domestic Waste…

Q: Problem 1: With the given data, solve for the infiltration rate and cumulative infiltration after…

A: Note:- Hi! Thank you for the question As per the honor code, We’ll answer the first question since…

Q: the advance equation for a border is (t=0.8x) where (t) in minutes and (x) in meters; the recession…

A: Given; The advance equation for a border is t=0.8x ......1 And recession equation , t=Ta+0.2x…

Q: which of the following information can be used to measure the Uniformity of Irrigation? Infiltration…

A: The distribution uniformity is expressed in percentage which is given by taking the ratio of average…

Q: A V-notch-shaped bed of trough with a 30" diameter receives backwashing water from a filter layer…

Q: For irrigated areas calculate the drain spacing for a falling water table assuming the hydraulic…

Q: Q2/ Sprinkler irrigation system irrigate 8 ha farm in 2 hours with average sprinkler irrigation rate…

A: To solve the given problem, we need to follow these steps:Determine the time when water starts to…

Q: Given: Rate of infiltration, in/hr 2.4 Final capacity, in/hr 0.3 Horton k, hr*1 0.1 Solve for the…

Q: Home work2: from test data of infiltration experiment, D-2.5 cm@t-15 minute and D=8 cm @t= 100…

A: Given D=2.5cm at t=15min D=8cm at t=100min

Q: 2.31. Determine a Horton equation to fit the following times and infiltration capacities. Time f…

A: Find infiltration rate at 10 mins, 180 mins and 360 mins

Q: Assume suitable design criteria, design a screen chamber for the maximum influent of domestic…

A: Introduction : The approach velocity of wastewater in the screening channel must not decrease below…

Q: Given: Rate of infiltration, in/hr 2.4 Final capacity, in/hr 0.3 Horton k, hr 1 0.4 Solve for the…

Q: The initial infiltration capacity (fo) of a watershed is estimated as 1.3 in./hr, and the time…

A: Initial infiltration curve, fo = 1.3 in/hr Final infiltration curve, ff = 0.2 in/hr Time constant, k…

Q: A recharge basin was evaluated for groundwater recharge and following parameters were determined…

A: Question is based on the rectangular basin for ground water recharge . Volume of inflow and…

Q: 2. During a 10 hour rainfall, precipitations in Table are observed. Table: Precipitations (mm) hour…

Q: A city is to install rapid sand filters downstream of the clarifiers. The design loading rate is…

Q: a) Describe typical rapid sand filter operation and back wash operation, support your answer with a…

A: Note: Since you have asked multiple questions, we will solve the first question for you. If you want…

Q: A 1.5 hr storm of intensity 25 mm/hr occurs over a basin for which the Horton’s equation is…

A: Given:- Intensity = 25 mm/h for 1.5 hr Horton's equation is f=6+16e-2t To find:- Depth of…

Q: Calculate the evaporation (mm) from a pond, if the pan evaporation is 45 mm. The pan coefficient is…

A: Given data- Pan evaporation Ep=45 mmPan coefficient Cp=0.70

Q: in an irrigation run, the infiltration rate (I) is constant and is equal to 20 mm/hr. The…

A: The given data is shown below: I=20 mm/hrOpportunity time=60 minutes

Q: Given: Rate of infiltration, in/hr 3.1 Final capacity, in/hr 0.3 Horton k, hr1 0.4 Solve for the…

Q: Q4: A two stage trickling filter is to treat a wastewater flow of 125 m/hr with BOD 200 mg/l…

Q: - For the storm hyetograph shown below, determine the infiltration capacity al model and assuming…

A: Initial infilteration capacity, fo = 0.8 cm/hrEquilibrium capacity, fc = 0.3 cm/hrHorton's Decay…

Q: With the given data, solve for the infiltration rate and cumulative infiltration after 1.5hrs on a…

A: Data given t=1.5 hr θr = 0.3 θ0 = 0.33675 Solution By Green -Ampt equation, Effective porosity, θe=…

Q: Q- What is the surface area (m2) of settling tank used for design discharge of 1.5 m3/s? (Assume…

A: Given data- Discharge-Q=1.5 m3/s,OFR=40 m3/m2/day. To Find- The surface area of the settling tank…

Q: (c) Calculate the size and number of slow sand filter units to serve a population of (432000) with…

Q: Given Rate of infiltration, in/hr 2,4 Final capacity, in/hr 0.3 Horton k, hr1 0.4 Solve for the…

Q: Q- Find the maximum area that can be irrigated, when the tube well is discharging at the rate of…

Q: 2. Use the Green-Ampt method to evaluate the infiltration rate and cumulative infiltration depth for…

A: Note:- I have calculated the values for 1 hr only, similarly the values for time up to 5 hr can be…

Q: drainage system. KA If = KB 1 SA 1 SB 1.5 Find the ratio = Find the ratio There are two different…

Q: parameters: fc, the equilibrium infiltration capacity is 17 mm/hr; fo, the initial infiltration is…

A: To calculate the volume of infiltrated water for each storm over different time periods, we can use…

Q: Ex 12-5: Farm is irrigated with irrigation interval 8 days, leaching depth in one irrigation 2.5 cm,…

Q: 2a) Design a drain field layout with an application rate of: a.) 1.5 gallons/square foot/day b.)…

A: Note: As the population is not mentioned the design is done per million population Water requirement…

Q: in sprinkler irrigation, the rate of Irrigation should be higher than the rate of infiltration…

A: Answer = false

Q: What happens to actual rate of infiltration if rainfall intensity is less than the infiltration…

Q: A dead-end mode ultrafiltration membrane system with 13.4 cm2 area was operated with distilled water…

A: Solution; Given Data; Area (A)=13.4 cm2 Time (t)=3 minutes Tempertaure (T) =22°C Transmembrane…

Q: Figure 1 below are portions of flow nets. State "what is wrong" with the flow nets. Filter а) b)

A: from the figure (a), it is very clear that the flow lines are not ending to the downstream end. And…

Question

In a furrow irrigation system, the following information is given
Length of a furrow = 200 m
Inflow = 1.5 1/s
Advance equation = x=5t0.8
Intake equation = l=115.2t05, 1 in I/hr/1 m and t in minutes
%3D
Furrow spacing = 80 cm
%3D
Find
Irrigation time to achieve an average infiltration depth of 100 mm

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

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 steps with 2 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

Can you answer please?
Find the infiltration rate if the initial rate = 1.3 in/hr. and the final rate = 0.2 in/hr, k= 0.35 -hr. after 0.5 hr. and 1 hr. using Hortonz equation?
16
Which processes are an output of water from the aquifer? Infiltration A. baseflow B. C. abstraction Percolation D. E. Interception
Subject : Hydrology Give me right answer.. Urgent please
Save Answe What is the infiltration capacity at 3 hours of a soil that have an initial rate of infiltration equal to 1.30 in./hr and a final capacity of 0.25 in./hr? Use Horton's equation and assume that the time constant k = 0.45
Design also a soakage pit to dispose of a septic tank effluent taking long-term infiltration rate of soil to be 45 liters per square meter per day? The household of twelve persons having a water consumption rate of 100 lcpd. Assume the design temperature 30 degrees centigrade and the sludge accumulation rate is 0.05 m3 per person per year.
2. Discuss the factors affecting the infiltration capacity of an area.
An oil company has drilled a hydraulic fracturing well near your microbrewery in Anytown, U.S.A. It stores the wastewater in a holding pond on site until proper disposal techniques can be implemented. On October 10 at 1200 hours, the company notified the town that they have detected a leak in the holding pond and the brine water may have entered the water table aquifer. Meanwhile, the Anytown Beer Brewery is happily making "Anytime Bitter IPA", known by its slogan "Anytime you feel bitter, have an Anytime Bitter IPA". The source of water for their product is a production well that taps the water table aquifer at a rate of 65 gpm. The monthly water quality testing is due to occur on October 16 at 1600 hours. Using the information provided, determine if the brine will show up during the inspection, what additional contaminants may exist, and possible soil remediation techniques to solve the problem. 1) Figure 1 shows a contour map of the water table around the well at the brewery.…
10-1. Design a slow sand filter system for a community which has a projected popula- tion of 3000 and an average per capita usage of 300 L/day. Use the Goodrich formula of Chap. 2 to estimate the peak flow rates, and size the system so it can produce water at the maximum weekly rate with one unit out of service. The design filtration rate is 6 m/day.
35
Define infiltration and infiltration capacity rate and bring out in a sketch the difference between them. What are the factors effecting the infiltration? ⠀⠀⠀⠀⠀⠀⠀