Q2. A ring infiltrometer (inside area is 962 cm²) test was made on a soil with the resultsshown in the table below.Elapsed1020306090150time(Min)Wat.Vol300650119019502500335039004600addedsincestart ccubk cenembcrDetermine the Horton's Infiltration equation.

Answered: Image /qna-images/answer/9c15239c-835d-4a28-80ae-2168beb82505.jpg

02. A ring infiltrometer (inside area is 962 cm²) test was made on a soil with the results shown in the table below. lapsed 10 20 30 60 90 150 ime Min) at.Vol 300 650 1190 1950 2500 3350 3900 4600 dded ince tart cc cubk cenemer Determine the Horton 's Ir

02. A ring infiltrometer (inside area is 962 cm²) test was made on a soil with the results shown in the table below. lapsed 10 20 30 60 90 150 ime Min) at.Vol 300 650 1190 1950 2500 3350 3900 4600 dded ince tart cc cubk cenemer Determine the Horton 's Ir

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter7: Permeability

Section: Chapter Questions

Problem 7.23P

See similar textbooks

Related questions

Q: For the simply supported beam shown, find thes

A: Given Data:b= 250mmd=1000mmAps=402.12mmPrestress Force=1295MpaArea= 140000mm2I= 10269×106mm4

Q: (c) An amount of 4.5 cm of water evaporated from a 150-hectare vertical walled reservoir for two…

A: Given data: Area of reservoir = 150 hectare amount of water evaporated in 2 days = 4.5 cm storm…

Q: 5- Give some other uses of laser ablation technique?

A: Note: As per our guidelines out of multiple questions only one questions can be answered. For other…

Q: Refer to the illustration below. fc=28 MPa, fy= Determine the ultimate axial capacity of tl b.…

Q: 1. For the 3500-lb car, determine (a) its mass in slugs, (b) its weight in newtons, and (c) its mass…

A: Given data :- Weight of car (W) = 3200 lb Now We have to find the a) it's mass in slugs b) it's…

Q: Estimate the depth of paraboloid in meters when it is rotating.

A: Given: Cylindrical vessel Diameter, d=2 m Height, H=5 m To find: Depth of paraboloid if half…

Q: PROBLEM 5 A steel bar 50 mm in diameter and 2 m long is surrounded by a shell of a cast iron 5 mm…

Q: The structure shown below is a simplified tower crane. It carries a shipping crate suspended from BB…

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

Q: A reverse curve with diverging tangent is to be designed for a proposed highway as illustrated…

Q: 10 kN 15 kN B H. K ember KH is equivalent to C.

Q: 14.43 An axial-flow pump is to be used to lift water against a head (friction and static) of 15 ft.…

A: Answer Head(Static and friction head) =15ft Discharge = 5000 gpm Suction head = 5 ft In axial flow…

Q: Determine the force in each members of the truss shown in and indicate whether the members are in…

A: Given:

Q: The rod ABC is made of an aluminum for which E = 71.5 GPa. Knowing that P = 6.32 kNand Q = 46.66…

Q: 10 N 10 N 20 N G C M 10 N B R. 6.0m 4.0m D F H J L Q 8 BAYS @ 3.0 m EACH 20 N • The force at member…

Q: For the stop bracket shown, locate the z coordinate of the center of gravity. -12 mm 100 mm 62 mm 51…

Q: A tripod supports the load W as shown in the figure. Determine the maximum load "W" (in pounds),…

A: Calculate maximum load W that can be supported by tripod?

Q: Determine the moment of inertia of the area bounded by the curve y = 9 - x² and y = 3x – x? at the…

Q: For the intersection curve (R= 30 ft) at First Street, station E (8 + 38) to station H: . Compute…

A: Hi! Thank you for the question, As per the honor code, we are allowed to answer three sub-parts at a…

Q: the intersection curve (R = 35 ft) at Main Compute the length of arc. Determine the curb-line…

Q: Locate the centroid of the plane area shown. 20 in. r = 15 in. 30 in. 30 in. - X = 11.34 in., Y =…

Q: the connection consists of a plate connected to another plate by five 25-mm diameter rivets. it…

Q: An amount of 4.5 cm of water evaporated from a 150-hectare vertical walled reservoir for two days.…

Q: #2 Determine the equations of the elastic curve using the coordinates x and x2, specify the slope…

Q: The table below gives area information on earthwork of road cross sections at three different…

Q: A study on a road segment shows that at flow of 1200vph the speed was 30 km/hr and at flow of 600vph…

A: Linear relationship which follows Greenshield"s model

Q: Determine the components of the reactions at E if a 750-N force directed vertically downward is…

A: Figure is as shown

Q: Design an l-section purlin, for an industrial building situated in the outskirts of Allahabad, to…

Q: The permissible s

A: given:

Q: Using Double Integration Method, Determine the Deflection at x = 1.6m (from left) and also the…

Q: Refer to the structure below and carry out the following tasks: 30kN 40kN UDL = 15KN/m 1m 4m 3m A B…

A: As per our company guidelines we are supposed to answer only first 3 sub-parts. Kindly repost other…

Q: A simple circular curve connects two straights (AB & BC) intersected at point B, Station 2+000. If…

Q: No. Load Elongation L. P(KN) SL(mm) W. (mm) Area Ở eng (KN/m²) E eng (mm) m2 1 100 36.1 38 0.02 100…

A: Assuming square section of side W0. S.No. Load P (KN) Elongation (mm) L0 (mm) W0 (mm) Area…

Q: The lower ends of the three bars in the figure are the same level before the rigid homogeneous W=100…

A: Values of steel and bronze bar are given in the table

Q: For a given soil, the following are known: G, = 2.74, moist unit weight, 20.6 kN/m³, and moisture…

Q: From the table shows a summary of a liquid limit and plastic limit test. Compute the liquidity…

Q: Given the truss shown, determine the value of the horizontal reaction at B. C= 14 KN D=20 KN E = 54…

A: The system is in equilibrium, so we can apply equilibrium condition, i.e ∑FX=0∑Fy=0 ∑MA=0 and A is…

Q: 2. A 6 m long cantilever beam 250 mm x 600 mm carries a uniformly distributed dead load (beam weight…

Q: Note: q = 19 kN/m P = 85.50 kN

A: Figure is as shown

Q: 2000 Ib 4000 Ib - t 4000 Ib t B. 8 ft 8 ft

Q: e-day rainfall of 20.0 cm at an urban area was found to have a perioc y rainfall of magnitude equal…

Q: The cross-section notes shown below are for a Station 32+300 6.25 + 2.25 + 2.20

Q: (b) A single test pile, 300 mm diameter, is driven through a depth of 8 m of clay which has an…

Q: Can a graduate in civil engineering course sign plans and supervise construction projects, even…

A: civil engineering- It is a branch of engineering that deals with the design, analysis, and…

Q: A steel band 8mm thick is to be pulled on to a cylinder 30cm in diameter. The internal diameter of…

Q: The beam shown has the following properties: steel cover=60mm, f'c=21 MPa, and fy-420 MPa. Determine…

A: Ultimate moment capacity: the moment which is acting on the beam at its full capacity is known as…

Q: 80 kN 6 m 40 kN 6 m B -10 m 10 m

Q: The machine part has a uniform thickness of t= 5 mm (i.e. 5 mm in the z direction). The width of the…

Q: Situation 12 - For the beam shown, determine the following: 57. The rotation at A in degrees. А. 1.2…

A: Note : We experts are required to answer first 3 sub parts of the question. Please send the…

Q: CITE SOME OF THE NON RENEWABLE MINERALS.

A: Following are required non renewable minerals :

Q: A vertical semi-circular area of radius r is submerged in a liquid with its diameter in the liquid…

Concept explainers

Weight-Volume relationships

Weight is defined as the quantity of matter contained in a body. Weight can also be defined as the force acting on a body due to gravity. Mathematically, weight can be defined as-

Question

Q2. A ring infiltrometer (inside area is 962 cm²) test was made on a soil with the results
shown in the table below.
Elapsed
10
20
30
60
90
150
time
(Min)
Wat.Vol
300
650
1190
1950
2500
3350
3900
4600
added
since
start c
cubk cenembcr
Determine the Horton's Infiltration equation.

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

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 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

The 7 day BOD of a water sample was found to be 150 mg/lt. Determine the 5 day BOD of sample and take k=0.23/day.
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).
For a falling-head permeability test, the following values are given: Length of specimen = 200 mm Area of soil specimen = 1000 mm^2 Area of standpipe = 40 mm^2 Head difference at time t = 0 = 500 mm Head difference at timt t = 3 minutes = 300 mm Determine the hydraulic conductivity of the soil in ×10−4cmsec Please answer this asap. For upvote. Thank you very much
The soil sample presented in Figure below is under constant head permeability test. The soil is consist of a silty sand (SM) with k = 5×10-3cm/s and specific gravity of 2.70. The soil is fully saturated and its moisture content is determined to be 18.5%. Determine the time required for the plug of colored water to pass through the soil (i.e., from when the leading edge first enters the soil to when it begins to exit). Use seepage velocity for your calculation.
The data below was obtained experimentally to determine the BOD of an untreated water sample. Calculate BOD.Day: 1, 2, 4, 6, 8BOD, mg/L: 32, 57, 84, 106, 111
Please answer all 1. List the three corrections which should be applied to the hydrometer readings. 2. Why is it important to remove the hydrometer from the measuring cylinder between readings? 3. A hydrometer test has the following results; Gs = 2.70, temperature = 240C, and L = 92 mm at 60 minutes after the start of sedimentation. Calculate the diameter of the smallest-size particles that have settled beyond the zone of measurement at that time (use the table in the lab manual to find, A=0.0128). D(mm) = A sqrt( L(cm) / t(min) )
The SQUARE base permeameter (seen from above), has three soil layers arranged vertically as shown in the image. L is: 70cm, the difference of head h is: 105 cm. The coefficient of permeability of soil 1 K1 is 0.065 cm/sec, soil 2 K2 is 0.0030 cm/sec and soil 3 K3 is the 0.0095 Calculate the amount of water collected in a time of 10 minutes.
The following data were obtained from the replicate analysis of a calcite sample: percent CaO = 55.95, 56.00, 56.04, 56.08, and 56.23. The last value appears anomalous. Should this result be retained or rejected? Qcrit = 0.64
Gave wrong values earlier. These are the correct values A settling tank having a depth of 3.5 m and surface area of 1000 m2 is used to remove particles of size 0.01 mm and specific gravity of 2.6. Calculate the removal percentage of the tank for the discharge of 7000 m3/d. Take viscosity of water as 1.1x10-3 kg/m.s.
Given in a soil with sorptivity of S = 1800 mm/hr-1/2 and gravity term of A = -500 mm/hr. Determine the approximate infiltration rate in mm/hr when the elapsed time of 10 minutes using Philips Model. Group of answer choices 1705 1725 1700 1715 1710 1720
35 A falling head permeability test was run on a soil sample 11.4 cm. in diameter and 12.9 cm. long. The head at the start of the test was 91 cm. and falls to 74 cm after 34.5 mins. The diameter of the stand pipe was 1.04 cm. Determine the flow rate (in cm^3/min) through the soil. Use head loss method. Round off to four decimal places.
A permeameter of 8.2 cm diameter contains a sample of soil of length 35 cm. It can be used either for constant head or falling head tests. The standpipe used for the latter has a diameter of 2.5 cm. In the constant head test the loss of head was 116 cm measured on a length of 25 cm when the rate of flow was 2.73 ml/s. If a falling head test were then made on the same soil, how much time in seconds would be taken for thehead to fall from 150 to 100 cm ?