Integrated watershed management.pdf. Integrated watershed management.pdf. Open. Extract. Open with. Sign In. Main menu.
*JEP1039*
JEP 1039
II Semester M.E. (Civil) (Water Resource Engineering) Degree Examination, July 2014 (2K8 Scheme) WR 201 : INTEGRATED WATERSHED MANAGEMENT Time : 3 Hours
Max. Marks : 100
Instructions : 1) Answer question no. 1 and any four full questions from the remaining. 2) Assume missing data if any and mention the same. 1. a) Distinguish between
(5×2=10)
i) Spatial data and Non spatial data ii) Data input and Data output. iii) Transformation and Projection. iv) Stream frequency and Drainage density. v) Sheet erosion and Gully erosion. b) Define watershed and explain the procedure for delineation of watersheds and its coding. 2. a) Explain why watershed is considered as an ideal unit for development.
10 6
b) Explain the objectives of watershed management.
6
c) Explain the methodology adopted for preparation of thematic maps.
8
3. a) What is a base map ? Explain the importance of base map with a neat figure. b) Define land use/land cover. Explain the importance of land use/land cover map for a watershed management.
10 10
4. a) Discuss the importance of morphometric analysis in watershed development. Explain the inferences that can be drawn from the morphometric analysis. 10 P.T.O.
JEP 1039
*JEP1039*
-2-
b) For a watershed, estimate the morphometric parameters from the data given below. 10 T
S
t
r
e
a
m
N
W
O
r
d
e
a
t
e
r
s
h
e
d
d
e
t
a
i
l
o
.
o
o
e
g
m
e
n
t
1
1
2
P
a
e
3
E
r
4
l
E
l
L
=
i
e
m
e
v
e
a
v
e
1
n
t
t
a
i
t
g
t
5
e
o
7
n
5
t
a
t
t
f
k
6
a
o
1
=
n
h
.
r
o
i
4
t
t
h
2
3
e
h
k
o
e
e
2
r
m
i
w
m
i
d
t
h
o
f
t
h
e
g
i
o
a
w
e
g
0
t
2
t
n
r
m
g
e
e
9
t
a
n
h
o
f
m
t
5
n
=
u
e
r
t
s
8
h
4
=
h
e
0
7
d
m
8
.
a
t
e
r
s
h
e
d
s
4
1
5
.
6
.
5
1
1
k
9
k
2
2
m
1
=
3
6
0
=
9
(
k
m
)
6
.
7
.
5
2
6
.
1
1
.
6
5
3
5
5
m
5
W
e
m
.
h
l
s
s
e
l
s
s
r
a
s
r
A
t
f
9
7
m
5. a) What is soil loss ? Explain the different types of soil loss and their influence on watershed management. 10 b) Using USLE, calculate the soil erosion from 4 sub watersheds (data presented in Tables) with a rainfall factor of 250. Present the inferences drawn from computed soil loss from these sub watersheds. 10 P
S
o
i
a
r
t
i
c
l
e
S
i
z
e
d
i
s
t
r
i
b
u
t
i
o
n
(
%
)
l
S
O
s
e
r
i
e
r
g
a
S
a
n
d
S
i
l
t
C
l
a
1
6
4
.
5
1
2
.
6
3
.
4
7
.
1
3
8
8
.
7
6
.
0
1
2
4
7
a
i
t
r
u
c
t
u
r
e
P
e
r
m
e
a
b
i
l
i
c
y
M
W
n
s
t
e
r
s
h
e
4
.
8
9
.
d
9
2
3
.
2
1
1
A
r
e
a
o
4
a
0
o
.
w
a
t
e
r
s
h
e
d
6
2
.
7
8
2
3
5
.
0
9
3
3
5
.
8
8
4
3
8
.
5
3
e
r
9
M
.
5
0
.
3
2
M
5
.
2
0
.
8
0
B
5
.
3
0
.
3
2
d
e
l
u
d
l
B
i
o
o
i
c
c
m
u
m
e
n
g
t
h
(
)
m
k
k
6
6
9
0
,
y
p
,
i
l
f
p
f
0
a
r
a
l
e
a
0
0
0
l
u
c
V
e
v
a
t
i
o
4
0
6
3
n
m
r
a
m
e
i
3
2
2
0
0
(
r
m
y
s
S
a
n
)
l
e
r
r
o
n
r
a
o
y
e
a
l
y
t
r
u
n
t
0
5
n
a
3
6
8
r
g
y
e
1
g
m
D
k
1
1
e
f
(
1
.
t
9
L
N
t
)
s
s
s
s
i
i
v
v
e
e
S
S
l
l
o
o
l
l
w
o
w
w
o
w
t
y
*JEP1039*
-3-
JEP 1039
6. a) What is runoff and explain runoff estimation using SCS curve number model.
10
b) A 350 m long graded bund is to be designed for a cultivated land with sandy loam and a surface slope of 4%. The bund channel is to be formed by the embankment only. The horizontal distance between two bunds is 50.0 m. The 1 hour rainfall expected during the recurrence interval of 10 years is 10.0 cm/h. 10 7. a) Explain the methodology for identification of suitable sites for rainwater harvesting.
10
b) With neat figures explain check dams and farm ponds used for rainwater harvesting.
