Home work2: from test data of infiltration experiment, D-2.5 cm@t-15 minute and D=8 cm @t= 100 minute, determine: 1- base infiltration rate 2- time required to accumulate 15 cm depth 3- infiltration rate estimated by (mm/hour) at time =3 hours

Home work2: from test data of infiltration experiment, D-2.5 cm@t-15 minute and D=8 cm @t= 100 minute, determine: 1- base infiltration rate 2- time required to accumulate 15 cm depth 3- infiltration rate estimated by (mm/hour) at time =3 hours

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: The infiltration capacity in a basin is represented by Horton’s equation as fp = 4.0 + e-3.5t…

A: From the given infiltration capacity in a basin represented by Horton’s equation as fp = 4.0 +…

Q: For the Horten model, the initial infiltration rate is equal to 27 cm/hr, the final infiltration…

Q: 5. Discuss the difference between the field capacity and the infiltration capacity.

A: We are authorized to answer one question at a time since you have not mentioned which question you…

Q: (b) hour interval of time are indicated in TABLE Q2(b). Formulate an equation for the infiltration…

A: Given: Infiltration capacity of an area at 0.25 hr interval. To Find: An equation for the…

Q: An experiment is conducted for infiltration rate under the ponding condition in a soil field and it…

Q: IT the raln starts at 8: 8:00PM on 10November2015, use Horton's Equation to solve for the infiltrat…

Q: 4) If the function of instantaneous infiltration rate is I(mm/hr)= 60 t where t is in min, calculate…

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

A: Horton equation f(t) = ff + (fi - ff)e-kt Where, ff = final infiltration capacity at which…

Q: In an irrigation run, the infiltration rate (!) is constant and equal to 15 mm/hr. At distance x…

A: to find infiltration depth

Q: For the Horten model, the infiltration rate is equal to 0 cm/hr, the final infiltration rate is…

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: f = fe + (fo – f)exp a) A plot of the infiltration curve obtained using Horton's equation is shown…

A: Finding the area by integration over time, as the time approaches infinity. A point is chosen on the…

Q: In fig. if o index = 8 mm/hr, then the rate of runoff and infiltration are %3! --- * --mm,…

A: It is required to determine the total rate of runoff. R=∑I-ϕ×t Here I is the rainfall intensity, and…

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: 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: Solve the infiltration loss bounded at t1 = 15 min to t2 = 25 min for exponential function and t1 =…

Q: A soil has the following soil properties for use in the Green-Ampt equation: Ks = 1.5 in/hr, Os…

A: Given Ks= 1.5 in/hr i= 8.2 in /hr

Q: Ex.7: length of furrow 200m, discharge of furrow 1.5 Lps, water advance function X = 5 t8 ,…

A: comment- According to our policy, we can't answer multiple sub-parts at once. since your…

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: In a pan it was found that by the end of a day the level of the water is 0.4 mm below the zero…

A: Given data- Decrease in level of water=0.4 mmRainfall amount =0.3 mmTo Find-EvaporationE

Q: 1) Calculate; infiltration rates for the periods. 2) Plot the infiltration rate curve. Use 0.5 hr…

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

A: For clay loam we know ghat s=se and certain properties as follows

Q: In Horton's infiltration equation fitted to data from a soil, the initial infiltration capacity is…

Q: Horton's infiltration equation was fitted to data from an infiltration test. It was found that the…

A: Given data- Initial infiltration capacity fo=20 mm/hFinal infiltration capacity fc=5 mm/hHorton's…

Q: Suppose the parameters for Philip's equation are sorptivity S=45 cm/hr/2 and K=10 cm/h. A uniform…

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

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: the total infiltration depth

A: This question have been taken from the Hydrology subject. The explanation is given below:

Q: A ring infiltrometer test were made on sandy loam soil the results of the test are given in the data…

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

Q: For double ring infiltrometer experiment, for time values of 1, 3, 6, 10, 13, and 16 min, the…

A: It is required to determine the infiltration rate I1. I1=Lc-L1∆t Here Lc is the constant water…

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

A: Given, Infiltration rate I = 20 mm/hr Time at inlet t= 60 min. Or,.…

Q: In Horton's infiltration equation fitted to data from a soil, the initial infiltration capacity is…

A: Given:- Initial rate of infiltration fo=10 mm/hFinal rate of infiltraion fc=5 mm/hDecay constant…

Q: g the infiltration takes place at ca rm of duration 8 hours is

Q: Precipitation of 20cm was observed due to 24hr storm over a catchment area of 2 km. The initial…

A: Given: The total rainfall is 20 cm. The time is 24 hr. The catchment area is 2 km2. The initial…

Q: Ex.3: length of furrow 200m , discharge of furrow 1.5 Lps, water advance function X = 5 ta,…

A: Since question have multiple sub-parts, solution for first two sub-parts is solved. To get remaining…

Q: The 4 hourly rainfall data are given below. fo the initial value of the infiltration capacity is 6…

A: Given data in question f(f) = limit value of infiltration capacity = 2 mm/hr f(i) = initial value…

Q: Solve the infiltration loss at t = 15 min in the exponential function boundary. Given data: fo =…

A: Infiltration loss is given by Horton's formula ft = fc + (f0 - fc )× e-kt

Q: 6) The modified Blaney-Criddle Formula is used to estimate infiltration capacity for arid and…

A: To determine: True/False The Modified Blaney-Criddle Formula is used to estimate infiltration…

Q: Given: Rate of infiltration, in/hr 3.1 Final capacity, in/hr 0.3 Horton k, hr 1 0.4 Solve for the…

Q: Q3 Values of infiltration capacity at various times obtained from an infiltration test are given…

A: Consider the following table: Calculate the infiltration from Green Ampt equation as follows:

Q: calculate the infiltration rate (cm/h) and depth of infiltration (cm) after one hour

A: For the given sandy loam soil, n = 0.453 θe = 0.412 ψ = 11.01 cm K =…

Q: Given the infiltration capacity in a basin represented by Horton's Equation as fp= 3.0+ e^-2t.…

Q: Estimate k and a in the infiltration equation (D = kt“) (t in minutes and D in mm) for a water run…

A: Given, Infiltration equation = D=kta q=5.5 l/sec Depth of flow,d= 5 cm

Q: The initial infiltration capacity fo of a watershed is estimated as 1.5 in./hr,and the time constant…

Q: Situation 01. Given the data below, using Horton's Equation, compute for the total time (in days) to…

A: Note - There are two different situations. In such case we are allowed to answer 1st one. In…

Q: Define infiltration and infiltration capacity rate and bring out in a sketch the difference between…

Q: Solve the infiltration loss at t = 25 min in the linear function boundary

A: Given time, t= 25 min But 1 hour = 60 minutes So, t= (25/60) hours t = 5/12 hours Also given,…

Q: factors where infiltration capacity depends upon

Q: Q4) The value of (K) in Horton's equation for infiltration is (2) F,=2 cm/hr F=0.5 cm/hr (after 2.5…

A: Given data in question Constant k value Initial infiltration rate Final infiltra rate Intervals To…

Question

Home work2: from test data of infiltration experiment, D-2.5 cm @t-15
minute and D= 8 cm @t- 100 minute, determine: 1- base infiltration rate 2- time
required to accumulate 15 cm depth 3- infiltration rate estimated by (mm/hour) at
time =3 hours

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 with 3 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

If i (mm\hr) =at +12, where (t) is the accumulated infiltration time in (min). Use the below data to estimate the infiltration rate after one hour. Time (min) Accumulation infiltration depth (mm) 6-54 30 40 2.5hr 150 80
The infiltration capacity in basin is represented by Horton's equation as fp=5.0 + e-St where fp is in cm/h and t is in hours. Assuming the infiltration to take place at capacity rates in a storm of 100 minutes duration, estimate the depth of infiltration in 1. the first two hour of the storm 2. the second two hour of the storm Use the editor to format your answer
The discharge of water collected from a constant head permeameter in a period of 15 minutes is 500 ml. The internal diameter of the permeameter is 5 cm and the measured difference in head between two gauging points 15 cm vertically apart is 40 cm. Calculate (a) the coefficient of permeability (mm/s), (b) If the dry weight of the 15-cm long sample is 4.86 N and the specific gravity of the solids is 2.65, calculate the seepage velocity (mm/s).
Q3 Values of infiltration capacity at various times obtained from an infiltration test are given below. Determine infiltration rate using Green Ampt Equation and Philip's Equation. Time from beginning of the storm (minute) Accumulative infiltration depth (cm) 10 15 20 25 30 60 90 120 150 1.0 1.8 2.5 3.1 3.6 4.0 6.1 8.1 9.9 11.6 2020.11.16 12:32
Q4) The value of (K) in Horton's equation for infiltration is (2) F,=2 cm/hr F=0.5 cm/hr (after 2.5 hrs) 1) Calculate; infiltration rates for the periods. 2) Plot the infiltration rate curve. Use 0.5 hr time intervals.
The infiltration capacity in basin is represented by Horton’s equation as fp=5.0 + e-5t where fp is in cm/h and t is in hours. Assuming the infiltration to take place at capacity rates in a storm of 100 minutes duration, estimate the depth of infiltration in the first two hour of the storm the second two hour of the storm
Following table includes the records taken during a ring-infiltrometer experiment. Using these data and the Horton's equation derived for the cumulative infiltration, estimate the initial infiltration capacity (mm/hr), final infiltration capacity (mm/hr) and the decay rate constant (hr'). Time Water level (mm) Before After These equations may be helpful for your calculations. filling filling aX² + bX + c = 0 -b + vb2 – 4ac X = 7:00 101 7:02 93.5 99 2a 7:05 90.0 100 7:10 90.0 100 f = fc + (fo – fc)exp-kt 7:20 88.0 101 7:30 94.0 102 7:40 96.5 101 8:00 91.0 100 8:20 90.0 101
The infiltration capacity in basin is represented by Horton's equation as fp=5.0 + e-St where fp is in cm/h and t is in hours. Assuming the infiltration to take place at capacity rates in a storm of 100 minutes duration, estimate the depth of infiltration in 1. the first two hour of the storm I 2. the second two hour of the storm
The infiltration capacity in a basin is represented by Horton's equation as fp-3+eWhere fp is in em/h and r is in hours. Assuming the infiltration to take place at capacity rate in a storm of 60 minutes duration, estimate the depth of infiltration in (1) the first 30 minutes and (ii) the second 30 minutes of the storm. Q2:
0.5 4) If the function of instantaneous infiltration rate is I(mm/hr)= 60 t where t is in min, calculate infiltration depth at 100 min.
Measured infiltration rates, f, in cm/hour, for every hour from t = 0, when the rainfall just commenced to t = 8 hours are given in the table below. The rainfall lasts over 8 hours. Calculate the total infiltration quantity during 8 hours using Horton constant k = 4 day-¹ Time (hours) 0 1 234567 f (cm/hour) 2.00 1.10 0.75 0.65. 0.55 0.50 0.50 0.50
Solve the infiltration loss bounded at t1 = 15 min to t2 = 25 min for exponential function and t1 = 25 min to t2 35 min for linear function. Given data:fo = 300mm/hrfc = 60mm/hrassume k = 4.8/hr