www. For the dam indicated in the figure below, the flow network was drawn according to Casagrande criteria: H-(30+X)m NA Ref HAA -18,0 (2.0+)m The height of the water level, in relation to the elevation 0.0 m. is h and the soil permeability coefficient is k = (Z + 1.1). 10-2 CM m Therefore, you are asked to calculate: a) The flow in the dam. Q. and The total loads at points A, B and C. Consider: -Specific weight of water Yágua = Yágua = 10* www.w kN ma - X, Y and Z correspond to the third-to-last. penultimate and last digits of the student's wwwwwww www.www RA, respectively. Thus, for the example case of a student with example RA 1234567: X=5, Y=6 and Z=7. In this case, H=(30+5)m = 35,0m, hâ³ = (2.0+6)m = 8,0m e k= (7+1,1).10¯² CM - = 8.1.10-2 CM MY RA=4633610. S
www. For the dam indicated in the figure below, the flow network was drawn according to Casagrande criteria: H-(30+X)m NA Ref HAA -18,0 (2.0+)m The height of the water level, in relation to the elevation 0.0 m. is h and the soil permeability coefficient is k = (Z + 1.1). 10-2 CM m Therefore, you are asked to calculate: a) The flow in the dam. Q. and The total loads at points A, B and C. Consider: -Specific weight of water Yágua = Yágua = 10* www.w kN ma - X, Y and Z correspond to the third-to-last. penultimate and last digits of the student's wwwwwww www.www RA, respectively. Thus, for the example case of a student with example RA 1234567: X=5, Y=6 and Z=7. In this case, H=(30+5)m = 35,0m, hâ³ = (2.0+6)m = 8,0m e k= (7+1,1).10¯² CM - = 8.1.10-2 CM MY RA=4633610. S
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Please help me with this activity. All information is in the image. According to my user, the data will be:
X=6
S=1
Z=0
Therefore, you are asked to calculate:
- a) The flow in the dam, Q, and The total loads at points A, B and C.
Transcribed Image Text:www.
For the dam indicated in the figure below, the flow network was drawn according to
Casagrande criteria:
H-(30+X)m
NA
Ref
HAA -18,0
(2.0+)m
The height of the water level, in relation to the elevation 0.0 m. is h and the soil
permeability coefficient is k = (Z + 1.1). 10-2 CM
m
Therefore, you are asked to calculate:
a) The flow in the dam. Q. and The total loads at points A, B and C.
Consider:
-Specific weight of water Yágua = Yágua = 10*
www.w
kN
ma
- X, Y and Z correspond to the third-to-last. penultimate and last digits of the student's
wwwwwww www.www
RA, respectively. Thus, for the example case of a student with example RA 1234567:
X=5, Y=6 and Z=7. In this case, H=(30+5)m = 35,0m,
hâ³ = (2.0+6)m = 8,0m e k= (7+1,1).10¯² CM - = 8.1.10-2 CM
MY RA=4633610.
S
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