4.2.8 The infiltration into a Yolo light clay as a function of time for a steady rainfall tate of 0.5 cm/h is as follows

Business, Finance, Economics, Accounting, Operations Management, Computer Science, Electrical Engineering, Mechanical Engineering, Civil Engineering, Chemical Engineering, Algebra, Precalculus, Statistics and Probabilty, Advanced Math, Physics, Chemistry, Biology, Nursing, Psychology, Certifications, Tests, Prep, and more.
Post Reply
answerhappygod
Site Admin
Posts: 899603
Joined: Mon Aug 02, 2021 8:13 am

4.2.8 The infiltration into a Yolo light clay as a function of time for a steady rainfall tate of 0.5 cm/h is as follows

Post by answerhappygod »

4 2 8 The Infiltration Into A Yolo Light Clay As A Function Of Time For A Steady Rainfall Tate Of 0 5 Cm H Is As Follows 1
4 2 8 The Infiltration Into A Yolo Light Clay As A Function Of Time For A Steady Rainfall Tate Of 0 5 Cm H Is As Follows 1 (14.21 KiB) Viewed 36 times
4 2 8 The Infiltration Into A Yolo Light Clay As A Function Of Time For A Steady Rainfall Tate Of 0 5 Cm H Is As Follows 2
4 2 8 The Infiltration Into A Yolo Light Clay As A Function Of Time For A Steady Rainfall Tate Of 0 5 Cm H Is As Follows 2 (14.21 KiB) Viewed 36 times
4 2 8 The Infiltration Into A Yolo Light Clay As A Function Of Time For A Steady Rainfall Tate Of 0 5 Cm H Is As Follows 3
4 2 8 The Infiltration Into A Yolo Light Clay As A Function Of Time For A Steady Rainfall Tate Of 0 5 Cm H Is As Follows 3 (19.67 KiB) Viewed 36 times
4.2.8 The infiltration into a Yolo light clay as a function of time for a steady rainfall tate of 0.5 cm/h is as follows (Skaggs, 1982): Time (h) Cumulative infiltration (cm) Infiltration rate (em/h) 0 1.07 1.53 2.30 3.04 3.89 4.85 7.06 0 0.54 0.75 1.0 1.2 1.4 1.6 2.0 0.5 0.5 0.37 0.29 0.25 0.22 0.20 0.17

parameters fo. fe, and-k for Horton's equation. Assume that ponding occurs at t = 1.07 h. 4.2.9 Determine the parameters for Philip's equation for the infiltration data given in Prob. 4.2.8. 4.2.10 Parameters in Philip's equation for a clay soil are $ - 45 cm.h -1/2 and K = 10 cm/h. Determine the cumulative infiltration and the infiltration rate at 0.5-hour increments for a 3-hour period. Plot both as functions of time
Join a community of subject matter experts. Register for FREE to view solutions, replies, and use search function. Request answer by replying!
Post Reply