Hmwk3Soln

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Homework 3 Solution CE374K Hydrology
Prepared by Gonzalo E. Espinoza
Spring 2013
Question 1. Table 1 below shows the hourly heat balance in Austin as of 24 January 2013 from the National
Land Data Assimilation System. Radiation and heat fluxes are positive upwards and negative downwards.
Net Radiation = - (Shortwave + Longwave) is the radiant energy absorbed by the land surface. Balance = Net
Radiation – Sensible – Latent + Ground is the energy remaining at the land surface after exchanges of sensible
and latent heat fluxes with the overlying air, and ground heat flux with the underlying soil. The radiation and
heat balance has an overall average of almost zero (-0.6 W/m2), as it should do.
12:00 AM
1:00 AM
2:00 AM
3:00 AM
4:00 AM
5:00 AM
6:00 AM
7:00 AM
8:00 AM
9:00 AM
10:00 AM
11:00 AM
12:00 PM
1:00 PM
2:00 PM
3:00 PM
4:00 PM
5:00 PM
6:00 PM
7:00 PM
8:00 PM
9:00 PM
10:00 PM
11:00 PM
12:00 AM
Average
Radiation Fluxes (W/m2)
Shortwave Longwave
0
50
0
50
0
50
0
48
0
48
0
47
0
46
0
44
0
42
-17
46
-121
63
-235
83
-340
96
-416
93
-452
91
-445
96
-391
102
-296
99
-173
87
-42
72
0
60
0
56
0
58
0
57
0
54
-117.12
65.52
Net Radiation
(W/m2)
-50
-50
-50
-48
-48
-47
-46
-44
-42
-29
58
152
244
323
361
349
289
197
86
-30
-60
-56
-58
-57
-54
51.6
Heat Fluxes (W/m2)
Sensible Latent Ground
-4
-5
40
-4
-6
39
-4
-6
37
-4
-6
36
-4
-6
35
-4
-6
34
-4
-6
33
-4
-6
30
-5
-6
17
-2
2
-59
17
24
-110
66
63
-115
112
85
-127
134
102
-125
122
113
-114
72
116
-102
23
98
-76
-16
57
-46
-8
-5
17
-5
-3
51
-5
-4
47
-5
-5
47
-5
-6
46
-5
-6
42
-5
-7
42
18.12
22.84
-11.24
Balance
(W/m2)
-1
-1
-3
-2
-3
-3
-3
-4
-14
-88
-93
-92
-80
-38
12
59
92
110
116
29
-4
1
-1
-4
0
-0.6
Prepare two charts, one of the radiation fluxes (short-wave, long-wave, net) and one of the heat fluxes
(sensible, latent, ground). What percentages of the net radiation become sensible heat flux, latent heat flux,
and ground heat flux? Why are the average sensible and latent heat fluxes positive and the ground heat flux
negative?
Radiation Fluxes [W/m^2]
200
100
0
-100
-200
-300
-400
-500
12:00 AM
6:00 AM
12:00 PM
Shortwave
6:00 PM
12:00 AM
6:00 PM
12:00 AM
Longwave
Heat Fluxes [W/m^2]
150
100
50
0
-50
-100
-150
12:00 AM
6:00 AM
12:00 PM
Sensible
Latent
Ground
Percentage of Net Radiation:
ο‚·
ο‚·
ο‚·
Sensible 18.12⁄51.6 = 35%
Latent 22.84⁄51.6 = 44%
Ground −11.24⁄51.6 = −22%
The sensible and latent heat average percentages are positive because the direction is upward (absorbed by
the atmosphere). The average ground flux is negative because it absorbers (gains) energy; the energy absorbed
during the sunlight is greater than the energy released at night.
Question 2. The evaporation example presented in class is for average conditions over 24 hours on 24 January
2013, as shown at:
http://www.caee.utexas.edu/prof/maidment/CE374KSpr13/Evaporation/EvaporationExample.pdf Go through
the same computations for the conditions at 2PM on that day when the net radiation is 361 W/m 2, the climate
conditions recorded at Bergstrom airport are air temperature 23°C, relative humidity 64%, and wind speed 1.5
m/s. Prepare a summary table comparing the values of the potential evaporation at 2PM computed by the
energy balance method (Er), the aerodynamic method (Ea) and the combination method (Eo) with those
computed in the class example for daily average conditions.
𝑅𝑛 = 361 π‘Š ⁄π‘š2
𝑇 = 23℃
π‘…β„Ž = 64%
π‘ˆ = 1.5 π‘š⁄𝑠
o Energy method
𝐡 = 0.0027 (1 +
𝑒
)
100
𝐡 = 0.0027 (1 +
129.6
)
100
𝐡 = 0.0062
π‘šπ‘š
π‘‘π‘Žπ‘¦ π‘ƒπ‘Ž
πΈπ‘Ÿ = 0.0353𝑅𝑛
πΈπ‘Ÿ = 0.0353(361)
πΈπ‘Ž = 𝐡(π‘’π‘Žπ‘  − π‘’π‘Ž )
πΈπ‘Ÿ = 12.74 π‘šπ‘š⁄π‘‘π‘Žπ‘¦
πΈπ‘Ž = 0.0062(2,810 − 1,799)
πΈπ‘Ž = 6.27 π‘šπ‘š⁄π‘‘π‘Žπ‘¦
o Aerodynamic method
π‘’π‘Žπ‘ 
17.27𝑇
= 611𝑒π‘₯𝑝 (
)
237.3 + 𝑇
π‘’π‘Žπ‘ 
17.27(23)
= 611𝑒π‘₯𝑝 (
)
237.3 + 23
π‘’π‘Žπ‘  = 2,810π‘ƒπ‘Ž
o Combination method
Δ=
4098π‘’π‘Žπ‘ 
(237.3 + 𝑇)2
Δ=
4098(2,810)
(237.3 + 23)2
Δ = 170 π‘ƒπ‘Ž⁄°πΆ
π‘’π‘Ž = π‘…β„Ž π‘’π‘Žπ‘ 
π‘’π‘Ž = 0.64(2,810)
𝐸=
π‘’π‘Ž = 1,799π‘ƒπ‘Ž
Wind run: 𝑒 = 1.5(24 × 3,600⁄1,000) =
129.6 π‘˜π‘š⁄π‘‘π‘Žπ‘¦
Δ
𝛾
πΈπ‘Ÿ +
𝐸
Δ+𝛾
Δ+𝛾 π‘Ž
𝛾 = 66.9 π‘ƒπ‘Ž⁄°πΆ (Table)
𝐸=
170
66.9
(12.74) +
(6.27)
170 + 66.9
170 + 66.9
𝐸 = 10.91 π‘šπ‘š⁄π‘‘π‘Žπ‘¦
Method
Energy
Aerodynamic
Combination
Average Conditions
1.80
1.58
1.73
Bergstrom airport
12.74
6.27
10.91
Question 3. The potential evaporation on 24 January 2013 for daily average conditions is Eo = 1.73 mm/day.
The daily average of the values of the latent heat flux is 22.84 W/m2. Determine the corresponding value of
the actual evaporation (mm/day) and find what percentage of the potential evaporation actually occurrs on
this day. Comment on this percentage in light of the drought conditions currently prevailing.
𝐸𝑇 =
𝐸𝑇 =
πœ†πΈ
π‘Š ⁄π‘š 2
28.4
π‘šπ‘š⁄π‘‘π‘Žπ‘¦
22.84 π‘Š ⁄π‘š2
π‘Š ⁄π‘š 2
28.4
π‘šπ‘š⁄π‘‘π‘Žπ‘¦
𝐸𝑇 = 0.80 π‘šπ‘š⁄π‘‘π‘Žπ‘¦
π‘…π‘Žπ‘‘π‘–π‘œπ΄⁄𝑃𝐸 =
0.80
1.73
π‘…π‘Žπ‘‘π‘–π‘œπ΄⁄𝑃𝐸 = 46%
The actual evapotranspiration is less than the half of the potential. This might be due the lack of available
water because of the drought conditions.
Question 4. The particle size distribution of a soil sample is 25% sand, 65% silt and 10% clay. What soil texture
does this sample represent?
The soil texture of the sample is silt loam.
Question 5. Compute the infiltration rate (cm/hr) and the cumulative infiltration (cm) at hourly intervals from
0-5 hours for three soil textures: sand, silt loam and clay. Plot a graph showing the three infiltration rate (f)
curves and the three cumulative infiltration (F) curves. In each case, assume that the initial effective saturation
is 20% and that water is instantaneously ponded on the soil.
Soil Class
η
Sand
Silt loam
Clay
0.437
0.501
0.475
Sand
Δθ= 0.334
ψΔθ= 1.651
Time
[hr]
0
1
2
3
4
5
F(t)
[cm]
0.00
15.78
28.58
41.04
53.35
65.57
0
1
2
3
4
5
F(t)
[cm]
0.00
0.78
1.12
1.38
1.61
1.81
0.417
0.486
0.385
ψ [cm]
4.95
16.68
31.63
K
[cm/hr]
11.89
0.65
0.03
Silt loam
Δθ= 0.389
ψΔθ= 6.485
f
[cm/hr]
13.13
12.58
12.37
12.26
12.19
Depth of
infiltration [cm]
0.00
47.31
85.67
123.02
159.92
196.55
Clay
Δθ= 0.308
ψΔθ= 9.742
Time
[hr]
θe
f
[cm/hr]
0.40
0.29
0.24
0.21
0.19
Depth of
infiltration [cm]
0.00
2.55
3.64
4.50
5.23
5.88
Time [hr]
0
1
2
3
4
5
F(t)
[cm]
0.00
3.35
5.01
6.40
7.66
8.82
f
[cm/hr]
1.91
1.49
1.31
1.20
1.13
Depth of
infiltration [cm]
0.00
8.62
12.90
16.47
19.69
22.68
Infiltration Rate (cm/hr)
15
10
5
0
1
2
3
5
Time [hr]
Sand
Cumulative Infiltration (cm)
4
Silt Loam
Clay
70
60
50
40
30
20
10
0
0
0.5
1
1.5
2
2.5
3
3.5
4
4.5
5
Time [hr]
Sand
Silt Loam
Clay
Question 6. Determine the ponding time for the same three soils if infiltration occurs under rainfall intensities
of 1 cm/hr and 10 cm/hr. Prepare a table showing the resulting ponding times (including “No Ponding” if
necessary). How quickly will surface runoff happen on these soils?
Ponding Time Equation:
𝑑𝑝 =
πΎπœ“Δπœƒ
𝑖(𝑖 − 𝐾)
Ponding time [hours (minutes)]
Infiltration Rate
Soil Class
i=1cm/hr
i=10cm/hr
Sand
No Ponding No Ponding
Silt loam
12.05 (723) 0.05 (2.71)
Clay
0.30 (18)
0.00 (0.18)
How quickly will surface runoff happen on these soils?
There will be no surface runoff for the sand soil class. In contrast for the clay soil class, the surface runoff will
appear almost instantaneously. For a silt loam soil the ponding time relies greatly in the rainfall intensity; the
surface runoff will appear after a couple of minutes for a heavy rain (i=10cm/hr) but it will take more than 12
hrs for a light rain (i=1cm/hr)
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