Points 1 3. 4 A 113.7 113.2 113.5 112.15 112.3 112.7 B 112.2 110.6 109.3 109.9 110.7 112.8 C 112.7 110.4 109.5 109.2 110.5 112.6 112.55 112.6 112.4 112.4 112.8 112.9 1. Plot the data using a scale of 1cm = 5m. 2. Use pencil in plotting the squares. 3. Draw the contour lines. These contours represent the depth of water at every 0.50m interval. 4. Draw the longitudinal section of the reservoir showing the leve of water at every 0.50 m interval.
Points 1 3. 4 A 113.7 113.2 113.5 112.15 112.3 112.7 B 112.2 110.6 109.3 109.9 110.7 112.8 C 112.7 110.4 109.5 109.2 110.5 112.6 112.55 112.6 112.4 112.4 112.8 112.9 1. Plot the data using a scale of 1cm = 5m. 2. Use pencil in plotting the squares. 3. Draw the contour lines. These contours represent the depth of water at every 0.50m interval. 4. Draw the longitudinal section of the reservoir showing the leve of water at every 0.50 m interval.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Hydrographic Surgery
![Points
1
3.
4
6.
А
113.7
113.2
113.5
112.15
112.3
112.7
112.2
110.6
109.3
109.9
110.7
112.8
112.7
110.4
109.5
109.2
110.5
112.6
D
112.55
112.6
112.4
112.4
112.8
112.9
1. Plot the data using a scale of 1cm =
2. Use pencil in plotting the squares.
3. Draw the contour lines. These contours represent the depth of water at every
5m.
0.50m interval.
4. Draw the longitudinal section of the reservoir showing the leve of water at every
0.50 m interval.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F9939a4ea-e230-485d-b3de-5e2cbf52ec0d%2F5ec57076-f18f-40e7-bb3a-d69a70a5916f%2Ftbsf44_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Points
1
3.
4
6.
А
113.7
113.2
113.5
112.15
112.3
112.7
112.2
110.6
109.3
109.9
110.7
112.8
112.7
110.4
109.5
109.2
110.5
112.6
D
112.55
112.6
112.4
112.4
112.8
112.9
1. Plot the data using a scale of 1cm =
2. Use pencil in plotting the squares.
3. Draw the contour lines. These contours represent the depth of water at every
5m.
0.50m interval.
4. Draw the longitudinal section of the reservoir showing the leve of water at every
0.50 m interval.
![Hydrographic Survey
Preparation of Hydrographic Map
Objective: To prepare a hydrographic map of a lake or a reservoir.
A hydrographic map is the final product of a hydrographic survey. In the case of
subsurface surveys for engineering requirements the end result may be calculation of
water volume contained in a body of water such lakes or reservoirs, amount of dredged
material, discharge of streams and the fluctuations of water level.
Problem: The given data are obtained from the hydrographic survey of a reservoir. The
surface area of the reservoir was divided into squares of 20m. Point A -1 is located in the
northwest corner of the lot and D- 6 at the southeast corner. All elevations are in meters.
The accompanying tabulation gives elevations of points over the area of 60m by 100m
residential lot. The elevations were obtained using 10m squares. Point A -1 is located in
the northwest corner of the lot and D-6 at the southeast corner. All elevations are in
meters. Use contour interval of 0.50 m. The surface elevation is 112.00m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F9939a4ea-e230-485d-b3de-5e2cbf52ec0d%2F5ec57076-f18f-40e7-bb3a-d69a70a5916f%2Fe4po5yw_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Hydrographic Survey
Preparation of Hydrographic Map
Objective: To prepare a hydrographic map of a lake or a reservoir.
A hydrographic map is the final product of a hydrographic survey. In the case of
subsurface surveys for engineering requirements the end result may be calculation of
water volume contained in a body of water such lakes or reservoirs, amount of dredged
material, discharge of streams and the fluctuations of water level.
Problem: The given data are obtained from the hydrographic survey of a reservoir. The
surface area of the reservoir was divided into squares of 20m. Point A -1 is located in the
northwest corner of the lot and D- 6 at the southeast corner. All elevations are in meters.
The accompanying tabulation gives elevations of points over the area of 60m by 100m
residential lot. The elevations were obtained using 10m squares. Point A -1 is located in
the northwest corner of the lot and D-6 at the southeast corner. All elevations are in
meters. Use contour interval of 0.50 m. The surface elevation is 112.00m
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