Given the infiltration capacity in a basin represented by Horton's Equation as fp= 3.0+ e^-2t. Assuming the infiltration to take place at capacity rates in a storm of 60 minutes duration, estimate the depth of infiltration in the first 30 minutes of the storm and the second 30 minutes of the storm. And also calculate also the total volume of infiltration over the 60 minutes period.

Q: a. Draw the hyetograph of this storm. b. Draw the standard infiltration curve (Using Horton's…

A:

Q: The parameter in Horton's infiltration equation [f(t) = f + (fo-f)e-K] are given as, f = 7.62…

A: Given data:- The given equation is, f(t)=fc+f0-fce-Kt  f0=7.62 cm/hourfc=1.34 cm/hourk=4.182/hour

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: An artifical recharge pond is located in a sandy area (Kv = 10 m/day; porosity = 30%). The pond…

A: We can use the one-dimensional equation for vertical water flow in unsaturated porous media, known…

Q: What is the critical depth in a rectangular channel with 2.3 m width and 0.91 m2/s discharge per…

A: What is the critical depth in a rectangular channel and calculate minimum specific energy?

Q: Problem 3. A 6-hour rainfall event with a 2 cm/hr intensity occurs over soil that has = an initial…

A: Rainfall intensity is represented in depth units per unit of time, often as millimeters per hour…

Q: An unconfined coastal aquifer has a seaward specific discharge of 2.0 (cu.m/day)/m. The aquifer is…

A: Data given Hydraulic conductivity, k =  23 m/day Specific discharge from costal aquifer, Q' ox = (2…