Question

3. A soil has the following Horton parameters: fo- 2.0 cm/hr, fe 1.0 cm/hr, k -0.60 1/hr. If a constant intensity rainfall of
0 0
Add a comment Improve this question Transcribed image text
Answer #1

Gian thl are = tank diamelotm た子4sn 2,喇+ 2-竹. 0.033 볼 0.549 D05 DL= 0-10 DL Ghen Thyt 23 mali AV 9- (5)$0.033 2 DL (26蚓 0 ,0.Fo Fet d) 1-?5 has 4123 C

Add a comment
Know the answer?
Add Answer to:
3. A soil has the following Horton parameters: fo- 2.0 cm/hr, fe 1.0 cm/hr, k -0.60...
Your Answer:

Post as a guest

Your Name:

What's your source?

Earn Coins

Coins can be redeemed for fabulous gifts.

Not the answer you're looking for? Ask your own homework help question. Our experts will answer your question WITHIN MINUTES for Free.
Similar Homework Help Questions
  • Can you please show work for both questions 3 and 4 3. A soil has the...

    Can you please show work for both questions 3 and 4 3. A soil has the following Horton parameters: fo- 2.0 cm/hr, fe 1.0 cm/hr, k -0.60 1/hr. If a constant intensity rainfall of 1.5 cm/hr falls for 5 hours, model the infiltration rate (f) and cumulative infiltration (F) as a function of time for the entire storm. Use 0.25 hour time increment. Your solution should include the following [35 points: a. A graph of infiltration rate vs. time for...

  • 2. A soil has the following Horton parameters: fo 2.8 cm/hr fe = 1.0 cm hr...

    2. A soil has the following Horton parameters: fo 2.8 cm/hr fe = 1.0 cm hr kー0.50 l/hr If a constant intensity rainfall of 2.0 cm/hr falls for 10 hours, determine: d. The infiltration rate 20 minutes after the storm starts [10 points] c. The time that runoff begins [10 points] Use tpond equation to get the ponding time

  • 5. [25 pts] A soil has the following Green-Ampt parameters; K 0.90 cm/hr Effective Porosity 0.39...

    5. [25 pts] A soil has the following Green-Ampt parameters; K 0.90 cm/hr Effective Porosity 0.39 Initial soil water content 0.17 Capillary Suction 6.0 cm A constant intensity rainfall of 2.2 cm/hr falls on the watershed. Calculate the actual infiltration rate , until ponding happens. Show tall' calculations at each 5min time interval starting at Omin.

  • Problem 7.2.a) The Philip and Green-Ampt equations provide models for “infiltration capacity” (or “potential infiltration”). What...

    Problem 7.2.a) The Philip and Green-Ampt equations provide models for “infiltration capacity” (or “potential infiltration”). What assumptions are used in the development of the Philip and Green-Ampt infiltration capacity models? Clearly explain the difference between actual infiltration rate and infiltration capacity (potential infiltration). Under what specific conditions are the two the same? b) State the condition that for a given rainfall (or snowmelt) event would never generate infiltration excess runoff. This should be written in terms of the rainfall/melt rate...

  • *JJ 19-3 Try your hand at modeling runoff in a very simple way. Runoff (Q) is...

    *JJ 19-3 Try your hand at modeling runoff in a very simple way. Runoff (Q) is the volumetric flow resulting from what is called "excess precipitation" (precipitation minus abstractions). For this problem, the only abstraction is infiltration. Calculate runoff in m/h assuming a 1.0-hectare area (10,000 m2) divided into half permeable and half impermeable (no infiltration) areas. For the permeable area, use the following Horton parameters: fo-2.0 cm/hr, f-0.3 cm/h, k-2.5 h'. Apply a constant 0.4 cm/h rainfall. If the...

ADVERTISEMENT
Free Homework Help App
Download From Google Play
Scan Your Homework
to Get Instant Free Answers
Need Online Homework Help?
Ask a Question
Get Answers For Free
Most questions answered within 3 hours.
ADVERTISEMENT
ADVERTISEMENT
ADVERTISEMENT