248
Appendix C.
Notation
S m Constant
λ#ι 1 if water is imported to reservoir j in month i of year t;
0 otherwise
λ/e 1 indicates that capital must be provided for building
project j (dam/treatment plant) in year t; 0 otherwise
μη Constant
v m Constant
Tf Price of one unit of water at node j (in Section 3.3)
$/acre-ft
p m Constant
σ,·< A Heavyside function; 1 designates that capital must be
be provided to build a canal to supply imported water
to reservoir j in year t; 0 indicates that no capital is to
be provided
ωφ Net revenue coefficient for the energy generated by res- $/kW-hr
ervoir j in month i of year t
c m Maximum allowable BOD concentration in beginning mg/1
of link m at saturation oxygen concentration
φ η Slope of curve of maximum allowable BOD concentration versus initial dissolved oxygen deficit for arc m
Subscripts
m
3
t
The month of operation
The project (dam/treatment plant) in question
The link (river, canal) in question
The year of operation
Superscript
Τ Transpose of a matrix
Appendix C.
Notation
S m Constant
λ#ι 1 if water is imported to reservoir j in month i of year t;
0 otherwise
λ/e 1 indicates that capital must be provided for building
project j (dam/treatment plant) in year t; 0 otherwise
μη Constant
v m Constant
Tf Price of one unit of water at node j (in Section 3.3)
$/acre-ft
p m Constant
σ,·< A Heavyside function; 1 designates that capital must be
be provided to build a canal to supply imported water
to reservoir j in year t; 0 indicates that no capital is to
be provided
ωφ Net revenue coefficient for the energy generated by res- $/kW-hr
ervoir j in month i of year t
c m Maximum allowable BOD concentration in beginning mg/1
of link m at saturation oxygen concentration
φ η Slope of curve of maximum allowable BOD concentration versus initial dissolved oxygen deficit for arc m
Subscripts
m
3
t
The month of operation
The project (dam/treatment plant) in question
The link (river, canal) in question
The year of operation
Superscript
Τ Transpose of a matrix
