Title: CE 385 D Water Resources Planning and Management
1CE 385 D Water Resources Planning and Management
2Firm Yield - With Storage
- Increase firm yield add storage capacity
- Capacity (K) - Yield (Y) relationship
- Capacity (K) for various yields (Y), or Yield (Y)
for various capacities (K) - Simple methods
- Rippl, Sequent Peak
- More complex methods
- Optimization
3Maximize Yield (Y), Given Capacity (K)
- SETS
- t TIME (MONTHS) / 19 /
- PARAMETER Q(t) INFLOW
- /
- 1 1.0
- 2 3.0
- 3 3.0
- 4 5.0
- 5 8.0
- 6 6.0
- 7 7.0
- 8 2.0
- 9 1.0
- /
-
- SCALAR K CAPACITY /8/
- VARIABLES Y Yield
- POSITIVE VARIABLES
- S(t) STORAGE
output file Spill /Max_Y.txt/ put Spill put '
Results from Max_Y model', put // write yield
and capacity put ' Capacity ', put K, put / put '
Yield ', put Y.l, put // write inflow,
storage, release, and yield in each period put '
Inflow Storage Excess Release Yield '
put / put ' Q(t) S(t) R(t)
Y ' put / loop( t, put Q(t), put S.l(t),
put R.l(t), put Y.l, put /)
4Max Y, Given K - Result
Result from running model one time with capacity
K 8, then Yield Y 3.6
5Capacity Yield Function
Result from running model numerous times with K
0, 0.5, 2, etc
Given
Find
Yield
Capacity
6Minimize Capacity (K), Given Yield (Y)
Given
Find
7Toktogul
Power 1,200 MW Height 140 m Capacity 19.5
km3
8Evaporation
Toktogul on the Naryn River in Kyrgyzstan
- Lt Losses from reservoir
- A Surface area of reservoir
- et ave. evaporation rate
9Evaporation
10Hydropower Production
Hoover Dam 2,074 MW 158 m 35 km3
Grand Coulee Dam 6,809 MW 100 m 11.8 km3
Toktogul Dam 1,200 MW 140 m 19.5 km3
11Power Production
- Qt Release (m3/period)
- qt Flow (m3/sec)
- Pt Power (kW)
- Et Energy (kWh)
- Ht Head (m)
- e efficiency ()
- timet sec in period t
12Head vs Storage Relation
Toktogul on the Naryn River in Kyrgyzstan
13Model
Rt Release (m3/period) Dt Demand for water
(m3/period)
14Toktogul Operation