8.5 A small reservoir has a spillway crest at elevation 200.00 m. Above this elevation, the storage and outflow from the reservoir can be expressed as Storage: S=36000 - 18000 y (m³) Q=10y (m³/s) Outflow: where y= height of the reservoir level above the spillway crest in m. Route an inflow flood hydrograph which can be approximated by a triangle as 1=0 at 1=0 h 1-30 m³/s at 1-6 h (peak flow) 1=0 at 1=26h (end of inflow). Assume the reservoir elevation as 200.00 m at r=0 h. Use a time step of 2 h.
8.5 A small reservoir has a spillway crest at elevation 200.00 m. Above this elevation, the storage and outflow from the reservoir can be expressed as Storage: S=36000 - 18000 y (m³) Q=10y (m³/s) Outflow: where y= height of the reservoir level above the spillway crest in m. Route an inflow flood hydrograph which can be approximated by a triangle as 1=0 at 1=0 h 1-30 m³/s at 1-6 h (peak flow) 1=0 at 1=26h (end of inflow). Assume the reservoir elevation as 200.00 m at r=0 h. Use a time step of 2 h.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![8.5 A small reservoir has a spillway crest at elevation 200.00 m. Above this elevation, the
storage and outflow from the reservoir can be expressed as
Storage:
Outflow:
where
$=36000 - 18000 y (m²)
Q=10y (m³/s)
y = height of the reservoir level above the spillway crest in m.
Route an inflow flood hydrograph which can be approximated by a triangle as
I=0 at 1=0 h
I-30 m³/s at 1 6 h (peak flow)
I=0 at 1 26 h (end of inflow).
Assume the reservoir elevation as 200.00 m at t=0 h.
Use a time step of 2 h.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F81f066b4-c992-4ce6-b986-992f3ef60242%2F96643762-815a-4199-ab53-be9c70d7416e%2Fz8yv1e4_processed.jpeg&w=3840&q=75)
Transcribed Image Text:8.5 A small reservoir has a spillway crest at elevation 200.00 m. Above this elevation, the
storage and outflow from the reservoir can be expressed as
Storage:
Outflow:
where
$=36000 - 18000 y (m²)
Q=10y (m³/s)
y = height of the reservoir level above the spillway crest in m.
Route an inflow flood hydrograph which can be approximated by a triangle as
I=0 at 1=0 h
I-30 m³/s at 1 6 h (peak flow)
I=0 at 1 26 h (end of inflow).
Assume the reservoir elevation as 200.00 m at t=0 h.
Use a time step of 2 h.
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