For a rainfall intensity of 2.86 cm/hr, a ponding time of 30 minutes was observed on a soil with 30% effective saturation. The wetting front soil suction head was measured at 16.7 cm. AO = 4.85 cm Identify the type of soil. Use the table below for reference.
For a rainfall intensity of 2.86 cm/hr, a ponding time of 30 minutes was observed on a soil with 30% effective saturation. The wetting front soil suction head was measured at 16.7 cm. AO = 4.85 cm Identify the type of soil. Use the table below for reference.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
35.
![For a rainfall intensity of 2.86 cm/hr, a ponding time of 30 minutes was observed on a soil with 30% effective saturation. The wetting front soil suction head was
measured at 16.7 cm. Að = 4.85 cm
%3D
Identify the type of soil.
Use the table below for reference.
TABLE 43.1
Green-Ampt Infltration parameters for various sol classes
Sol class
Porosity
Effective
perosity
Wetting front
soll suction
head
Hydraulke
conductivity
K
(cm/h)
(cm)
Sand
0.437
(0.374-0500)
0.437
(0.363-0.506)
0.453
0.351-0.555)
0.417
0354-0.480)
0.401
0.329-0.473)
0.412
(0.283-0.541)
0.434
0.334-0.534)
0.486
0.394-0.578)
0.330
0.235-0.425)
0.309
0.279-0.501)
0432
0341-0.S17)
0.321
201-0.435)
4.95
(0.97-25.36)
6.13
(1.35-27.94)
11.01
2.67-45.47)
8.89
(1.33-59.38)
11.78
Lomy and
2.99
Sandy loam
1.09
Lom
0.463
0.375-0.551)
0.501
0.34
Sa lom
16.68
0.65
(2.92-95.39)
21.85
(4.42-108.0)
20.88
(4.79-91.10)
27.30
(5.67-131.50)
23.90
(4.08-140.2)
29.2
(6. 13-19.4)
31.63
(6.39-156.5)
Sandy day
0.99
0.333-0.464)
0.464
0.409-0.519
0.471
0.15
Cy loam
0. 10
Siy clay
0.10
Sandy day
0.430
0.06
Siy cay
0.479
0.423
0.334-0.S12)
0.385
20.501)
The en in pe lw p en dad deviation and be paamr
0.05
Clay
0.475
0.03
we g S Raw, B dM, 193
O None of the choices
O Sandy clay loam
O Loamy sand
O silt loam
O Sandy loam](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F90a7e4bd-cf6e-4e1e-86f1-b971ff82804d%2Fef199f31-4094-4c70-8cdc-a9f546fd9479%2Fjys8ew3_processed.jpeg&w=3840&q=75)
Transcribed Image Text:For a rainfall intensity of 2.86 cm/hr, a ponding time of 30 minutes was observed on a soil with 30% effective saturation. The wetting front soil suction head was
measured at 16.7 cm. Að = 4.85 cm
%3D
Identify the type of soil.
Use the table below for reference.
TABLE 43.1
Green-Ampt Infltration parameters for various sol classes
Sol class
Porosity
Effective
perosity
Wetting front
soll suction
head
Hydraulke
conductivity
K
(cm/h)
(cm)
Sand
0.437
(0.374-0500)
0.437
(0.363-0.506)
0.453
0.351-0.555)
0.417
0354-0.480)
0.401
0.329-0.473)
0.412
(0.283-0.541)
0.434
0.334-0.534)
0.486
0.394-0.578)
0.330
0.235-0.425)
0.309
0.279-0.501)
0432
0341-0.S17)
0.321
201-0.435)
4.95
(0.97-25.36)
6.13
(1.35-27.94)
11.01
2.67-45.47)
8.89
(1.33-59.38)
11.78
Lomy and
2.99
Sandy loam
1.09
Lom
0.463
0.375-0.551)
0.501
0.34
Sa lom
16.68
0.65
(2.92-95.39)
21.85
(4.42-108.0)
20.88
(4.79-91.10)
27.30
(5.67-131.50)
23.90
(4.08-140.2)
29.2
(6. 13-19.4)
31.63
(6.39-156.5)
Sandy day
0.99
0.333-0.464)
0.464
0.409-0.519
0.471
0.15
Cy loam
0. 10
Siy clay
0.10
Sandy day
0.430
0.06
Siy cay
0.479
0.423
0.334-0.S12)
0.385
20.501)
The en in pe lw p en dad deviation and be paamr
0.05
Clay
0.475
0.03
we g S Raw, B dM, 193
O None of the choices
O Sandy clay loam
O Loamy sand
O silt loam
O Sandy loam
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