The initial rate of infiltration of a watershed is estimated as 2.1 in/hr, the final capacity is 0.2 in/hr, and Horton's k = 0.4 hr1. Determine the infiltration capacity at t = 6 hr. O 0.37 in/hr O 5.52 in/hr O None of the choices O 0.769 in/hr O 105 in/hr
Q: ft ft when the brakes are applied. A bus travelling at 66 along a straight, level road decelerates a...
A:
Q: A train 180 m long is chugging along a railroad track going north. Along another railroad track, ver...
A: We have to determine the how many meters have the first train traveled when the front end of the sec...
Q: From the figure shown, which of the following most nearly gives the block shear strength?
A: Taking question available in image Gross area = 2530 mm2 d= 229 mm tw = 5.90 mm bf = 61 mm tf = 10.5...
Q: Draw a Stress – Strain Diagram with complete details (limits, ranges, regions, etc.) and discuss eac...
A:
Q: A cantilever beam subjected to uniform variable load, if the beam is made of I Beam having a dimensi...
A:
Q: A 7,607 Ib force (Q) is applied over a circular rigid plate of radius (r) 5 inches sitting on an ela...
A: According to given dataA 7607 lb force Q is applied on a circular plate of radius r=5inchesThickness...
Q: 10. A trapezoid with parallel bases measure 2m and 4m, respectively. Find the location of its center...
A:
Q: Taking these materials from a ski: 1. Top. Polyamide polymer that has a relatively low glass transit...
A: Solution: The coefficient of thermal expansion (CTE) is defined as the property of material or matte...
Q: Estimate the settling velocity of sediment particles parameter 0.05 mm and of specific gravity 2.65,...
A:
Q: A - determine force in member AB B - determine force in member AC C - Determine force in member AD
A:
Q: Calculate the pressure due to a column of 10.0m of (a) water, (b) mercury of sp. gr. 13.6, and (c) a...
A:
Q: AW 14 x 142 is used as a column having a length of 9 m. long. It is hinged upper end and fixed at th...
A: The given values are as followsUse W14x142Length=9mFy=248MPaEs=200000Mpa=200GpaA=26967.69mm2d=374.65...
Q: What is the design live load for the roof with slope of 1(vertical):2(horizontal) and At of 500 squa...
A: The slope of the roof = 1 (vertical) : 2(horizontal) The tributary area of the roof = At = 500 ft2 ...
Q: An object is thrown vertically upward from a point 32 feet above the ground with an initial velocity...
A:
Q: rock for 45 minutes at 200 km per hour, how deep are you? 2. Now that you have drilled for 45 minut...
A:
Q: The W350x90 section is used as a column as a column 10 m long. The column is fixed at one end and hi...
A:
Q: A W310x202 column supports beams framing into it as shown. The column supports an axial load 0 2676 ...
A: The given values are as followsThe Area(A)=2580 mm2 The Depth(d)=341 mm The flangeWidth (bf)=315 mm...
Q: For the steel truss (E = 29 x 106 psi) and loading shown, determine the deformations members AB, BC,...
A: The given values are as follows,E=29×106psiCross-sectional area=2 in2To determineDeformation At memb...
Q: 3. The density of alcohol is 790 kg/m³. Calculate its specific weight, specific gravity and specific...
A: Density=7o0kg/m3
Q: 5. An eight-storey steel frame building located at Bangalore consists of a column grid with spacing ...
A:
Q: A WT 8×13 of A992 steel is used as a tension member. The connection is with 7/8-in. diameter bolts a...
A:
Q: Use the moment-area theorems to determine the rotations and the deflections of the beam. Prendre E =...
A: L1 = 5m L2 = 3m I1 = I I2 = 3I
Q: A simply supported beam carrying floor joist is made of rectangular beam having a dimension of S0mm ...
A: The given figure is shown below:
Q: Based on the geometry calculation of the drawn Mohr circle, what is the minor principal stress (ơ3) ...
A: Step : 1 Mohr’s circle :- It is a 2-D graphical method for plane stress problems. Mohr’s circle us...
Q: 4. The T section shown below is the cross section of a beam form by joining two rectangular pieces o...
A: Determine the shearing stress at the neutral axis.
Q: Data collected at a parking lot indicate that a total of 300 cars park between 8 a.m. and 6 p.r 10% ...
A:
Q: Magnitude of shrinkage strains depends upon the composition of the concrete.
A: 1. True Magnitude of shrinkage strains depends upon the: composition of the concrete size of membe...
Q: A rigid bar is attached to two vertical rods before a load is applied. Compute the vertical movement...
A:
Q: identical rods except for their length supports a rigid
A:
Q: Determine the required flexural reinforcement for a 500-mm-wide and 700-mm-deep cantilever beam subj...
A:
Q: 1. A fluid having a kinematic viscosity v = 0.0004 m2/s flows in a 650m long pipe having a diameter ...
A: Given data:Kinematic viscosity, ν=0.0004 m2/sL=650 mD=20 mm =0.02 mV=2.5 m/s
Q: ant resource in any organization, espec
A: Hi! Thank you for the question As per the honour code, We’ll answer one question since the exact one...
Q: A steel wire 28 ft long, hanging vertically, supports a load of 698 lb. Neglecting the weight of the...
A: Please refer the attached image for complete solution. THANKYOU !
Q: Compute the flexural stress (MPa) in the steel for the beam shown using transformed-area method. Are...
A:
Q: assume all structures are composed of frame elements (beams and columns), i.e. internal shear, bendi...
A: DEGREE OF FREEDOM AND STATIC INDETREMINACY IS TO BE FIND OUT
Q: The soil layers below have a cross section of 100 mm x 100 mm each. The permeability of each soil is...
A:
Q: Problem Statement: A wooden deck is constructed to support a haystack as shown. The joists of the fl...
A:
Q: YOU ARE PLACING RIP RAP FOR EROSION CONTROL. THE SUPERINTENDENT ORDERED 2000 TỔN FOR THE OB.
A: Superintendent order rip rap = 2000 TON Slope length (width) = 12 feet Total length (L) = 700 feet T...
Q: 1p kN/m 20 kN 3m- 8 kN- D 6 m 4.
A:
Q: An axially loaded rectangular tied column is to be designed for the following service loads. Dead Lo...
A: The given data is as follows: Dead Load=1500 kNLive Load=850 kNRequired strength, U=1.2DL+1.6LLEffec...
Q: (a) Design-bid-build is a sequential process to deliver a construction project. Produce a short repo...
A: Step : 1 Design-bid-build :- It is a sequential process to deliver a construction project where one...
Q: Q3. Determine the extreme resultant fiber stresses at the mid span and support sections of a simply ...
A: Given:- The length of the simply supported beam = 9 m The cross-section of the beam = 350 mm × 600 ...
Q: Use
A:
Q: (1) (2) P A В C 0.45 m 1.30 m The assembly above starts out at 52 degrees celsius. What is the final...
A:
Q: Based on the milliequivalent bar graph for a water sample provided, compute the permanent hardness (...
A: To find permanent hardness
Q: Determine the failure loi and rupture only. Use NSCP 2015 ledsio n inember based on yielding PROBLEM...
A:
Q: sump, then pumped back to the roof tank after the experiment (see Fig. Q4 below). The flowrate was 1...
A: According to given data The flow rate was 10 litre /s The tank was 6m above the sump length of the p...
Q: Compute the rate of flow in vehicles per hour (two-decimal places) if the space mean speed is 30 mph...
A:
Q: 2.) For the given beam ABCD, determine the following: a. The Shear and Moment Diagram of the beam AB...
A:
Q: It is estimated that the population, daily water demand per capita and service factor at Taman Sivar...
A:
Step by step
Solved in 2 steps with 1 images
- (a) The initial infiltration capacity fo of a watershed is estimated as 1. 5 in./hr and the timeconstant is taken to be 0.35 hr.-1. The equilibrium capacity fc (also known as field capacity orconstant infiltration capacity) is 0.2 in./hr. Use the Horton Equation to find (a) the value of fat t=10 min. 30 min., 1 hr., 2 hr., and 6 hr., and (b) the total volume of infiltration over the 6-hr period.The infiltration capacity of a catchment is represented by Horton’s equation as f= 0.5+ 1.2e^-0.5t where f is in cm/hr and t is in hours. Assuming the infiltration to take place at capacity rates in a storm of 4 hours duration, estimate the average rate of infiltration for the duration of the storm.The 4 hourly rainfall data are given below. fo the initial value of the infiltration capacity is 6 mm/hr,and f0 the limit value of the infiltration capacity is 2 mm/hr and k is 0.4 1/hr. Hour: 1 Precipitation (mm): 4 Hour: 2 Precipitation (mm): 12 Hour: 3 Precipitation (mm): 17 Hour: 4 Precipitation (mm): 27 What is the infiltration in 4 hour?
- The 4 hourly rainfall data are given below. fo the initial value of the infiltration capacity is 6 mm/hr,and f0 the limit value of the infiltration capacity is 2 mm/hr and k is 0.4 1/hr. Hour: 1 Precipitation (mm): 4 Hour: 2 Precipitation (mm): 12 Hour: 3 Precipitation (mm): 17 Hour: 4 Precipitation (mm): 27 what is the runoff rate?The initial rate of infiltration of a watershed is estimated as 53 mm/hr, the final capacity is 5 mm/hr, andthe hydraulic conductivity, k as 0.4hr-1. Use Horton’s equation to find: • The infiltration capacity at t = 3 hr and 6 hr• The total volume of water infiltrated over the 6-hr period.The infiltration capacity in a basin is represented by Horton’s equation as fp = 4.0 + e-3.5t Where fp is in cm/h and t is in hours. Assuming the infiltration to take place at capacity rate in a storm of 120 minutes duration, estimate the total depth of infiltration during the storm.
- A 1.5 hr storm of intensity 25 mm/hr occurs over a basin for which the Horton’s equation is established as f = 6 + 16 e –2t. Determine the depth of infiltration in the first 45 min and the average infiltration rate for the first 75 minAnswer these both questions a. The total observed runoff volume during a 4 hr storm with uniform intensity of 2.8cm/hr is 25.2 x106 m3 from basin of 280km2 area. What is the average infiltration rate for the area. b. A volume of 3x106 m3 of groundwater was pumped out from unconfined aquifer uniformly over an area of 5 km2. The pumping lowered the water table from 102 to 99m. The specific yield of the aquifer is?An infiltration capacity curve prepared for a catchment indicated an initial infiltration capacity of 2.5 cm/hr and attains a constant value of 0.5 cm/hr after 10 hours of rainfall with the Horton’s constant k = 6 day^–1. Determine the total infiltration loss.
- Assuming the parameters for Philip’s equation are sorptivity, S = 6 cm/hr and K = 0.3 cm/h. Determine thecumulative infiltration after 0, 0.5, 1, 1.5 and 2 hr. Plot infiltration rate as a function of cumulativeinfiltration. Assume continuous ponded condition.What is the ultimate BOD 24 km downstream from the outfall? > Answer: 3.89 g/m3 What is the DO deficit 24 km downstream of the effluent discharge? > Answer: 3.192 g/m3 Question: At the location 15 km downstream of the effluent discharge, how much oxygen would have to be added to have the do at 7 mg/l?An infiltration capacity curve prepared for a catchment indicated an initial infiltration capacity of 2.5 cm/hr and attains a constant value of 0.5 cm/hr in 10 hrs of rainfall with a Horton’s constant k= 6/day. Determine the infiltration loss when t1= 5.5 hrs and t2= 6.9 hrs