Direct Diversion Station File (*.dds)
The direct diversion station file contains information to describe the physical properties of each direct diversion in the system. This file is read by subroutine DATINP
. Note that the
average efficiency data provided with this file (divefc
) is not used when the variable efficiency approach is operated (see control file variable ieffmax
) and the structure is included
in the irrigation water requirement file (*.ddc/*.iwr).
Row-data | Variable | Description |
---|---|---|
Station Data | ||
1 | Format (a12, a24, a12, i8, f8.2, 2i8, 1x, a12) | |
1-1 | cdivid(1) | Diversion station ID |
1-2 | divnam(i,1) | Diversion name |
1-3 | cgoto | River node where diversion is located |
1-4 | idivsw(1) | Switch; 0 = off, 1 = on |
1-5 | divcap(1) | Diversion capacity (CFS) |
1-6 | dumx | Not currently used |
1-7 | ireptyp(1) | If a general replacement reservoir option (type 10) is used. |
0 = Do not provide general replacement reservoir benefits | ||
1 = Provide 100% replacement | ||
-1 = Provide depletion replacement | ||
1-8 | cdividy(1) | Daily Diversion ID (not used for monthly model). See Section 7.17 for a detailed discussion |
Enter station ID (cdivid ) if daily data will be provided for this station. Monthly data generally controls. |
||
Enter another station ID to use the daily distribution of another but weight values by the monthly total in *.ddm file. Monthly data generally controls. | ||
Enter 0 to use the average daily value from the monthly data in the *.ddm file. Monthly data controls. | ||
Enter 3 to use the daily value from the daily demand (*.ddd) file. Daily data controls. | ||
Enter 4 use a daily pattern developed by connecting the midpoints of monthly data. Monthly data controls. | ||
Diversion Switches | ||
2 | Format(12x, a24, 12x, 2i8, f8.2, f8.0, i8) | |
2-1 | usernam(1) | User name |
2-2 | idvcom(1) | Data type switch |
1 = monthly total demand provided (Section 4.17) | ||
2 = annual total demand provided (Section 4.18) | ||
3 = monthly irrigation water requirement provided (Section 4.17) | ||
4 = annual irrigation water requirement provided (Section 4.17) | ||
5 = estimate to be zero | ||
2-3 | nrtn(1) | Number of return flow locations or table references |
2-4 | divefc(1) | System efficiency switch. Enter 0-100 % for a constant value each month. Enter a negative value to provide 12 values, one for each month. Note this data is not used when the maximum efficiency approach is used (see control file variable ieffmax ) unless the structure type (irturn , below) is a carrier. |
2-5 | area(1) | Recent Irrigated Acreage (ac) |
2-6 | irturn(1) | 1 |
2-7 | demsrc(1) | Demand source code (used for documentation purposes and non-StateMod applications to determine if a structure supplies an irrigation demand.) |
1 = Irrigated acreage from GIS database | ||
2 = Irrigated acreage from structure file (tia) | ||
3 = Irrigated acreage from GIS database, the primary component of lands served by multiple structures | ||
4 = Same as 3 but data is from the structure file (tia) | ||
5 = Secondary component of lands served by multiple structures | ||
6 = Municipal, industrial or transmountain structure (no acreage data expected) | ||
7 = Carrier structure (no acreage data expected) | ||
8 = Acreage data provided by the user | ||
-999 = Acreage data unknown | ||
Monthly Efficiency Data | ||
3 | Free Format (Include if divefc above is < 0) |
|
3-1 | diveff(1,12) | Efficiency % by month for the year type selected (water year, irrigation year, calendar year) |
Return Flow Data | ||
4 | Format (36x, a12, f8.2, i8) | |
4-1 | crtnid(1) | River node receiving return flow |
4-2 | pcttot(1) | Percent of return flow to this river node |
4-3 | irtndl(1) | Delay (return flow) table for this return flow |
Repeat for number of returns (nrtn
)
Repeat for number of diversions