Precipitation-Runoff and Streamflow-Routing Models for the ...

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APPENDIX 13. PROGRAMMING STEPS FOR RUNNING THE SCENARIO GENERATOR—CONTINUEDThe Scenario Generator *.sta file (cont.)The three integers on the next record indicate specific details of the map marker (FORMAT 3I5).The first integer is the map marker type (1-., 2-+, 3-*, 4-o, 5-x), the second is the marker selectcolor, and the third is the marker unselect color.Example:3 2 7The single integer on the following record indicates the number of possible location points on themap (FORMAT 1I5).Example:50The next series of records contains information about each map location point (FORMAT2I5,2F10.4,1X,A40). The first integer is a location identification number, followed by a locationstatus flag (1-on, 2-off). The two real numbers are the latitude and longitude of that location. Thecharacter field contains the name of that location.Example:1 2 39.052 120.120 GENERAL C NR MEEKS BAYThe single integer on the next record indicates the number of available constituents (FORMAT1I5).Example:4After the number of constituents is a series of records indicating the constituent identificationnumber and the constituent name (FORMAT I5,1X,A16).Example:1 FLOW (CFS)The single integer on the next record indicates the number of available time series data sets (FOR-MAT 1I5).Example:120188
APPENDIX 13. PROGRAMMING STEPS FOR RUNNING THE SCENARIO GENERATOR—CONTINUEDThe Scenario Generator *.sta file (cont.)After the number of data sets is a series of records containing a location identification number, aconstituent identification number, a scenario number, and the corresponding time series data setnumber (FORMAT 4I5).Example:10 1 1 111The next record contains a series of five integers representing the time step, time units, transformationfunction, allowed quality flag, and axis type (1-arith, 2-log) (FORMAT 5I5).Example:1 6 0 1 1The next record is an array of five integers, one corresponding to each of five possible lines on aplot (FORMAT 5I5). The value represents the axis on which this line should be plotted (1-left y-axis, 2-right y-axis, 3-auxiliary axis).Example:1 1 1 1 1The two integers on the next line indicate data type for the values on the plot (1-mean, 2-point)(FORMAT 2I5).Example:1 1The next two records indicate the starting and ending dates and times for the plots, respectively, inthe following order: year, month, day, hour, minute, second (FORMAT 6I5).Example:1990 12 31 24 0 0The following five records contain character strings representing the labels on each on the fiveplot curves (FORMAT A20). If less than five curves are to be plotted the unneeded labels can beleft blank.Example:Scenario 1189
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Precipitation-Runoff and Streamflow
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U.S. DEPARTMENT OF THE INTERIORBRUC
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Determining Travel Time and Dilutio
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2. Stream-gaging stations used to c
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network-routing models where availa
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made on the main stem at base-flow
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Figure 1. Willamette River Basin, O
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EvapotranspirationINPUTSAirtemperat
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Table 1. Climate stations used to c
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Table 2. Stream-gaging stations use
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Figure 4. Mean annual precipitation
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Major Land Use MapHydrologic Soil G
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0.5 mi 2 , created in the merge of
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Table 6. Geology and soils matrix o
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tion value of the HRU class by the
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Table 8. Selected monthly basinwide
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Figure 9. Location of Precipitation
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Table 11. Statistical analyses of P
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flow can become a significant compo
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diffusion at selected grid interval
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samples were collected at various d
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3,0002,500June 21-30, 1993September
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stream network is shown on figure 1
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122˚30´ 15´122˚00´121˚45´Roc
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123˚22´30´´ 123˚15´ 123˚00´
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123˚00´´ 45´30´122˚15´45˚15
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YamhillRiver123˚45´ 30´ 15´123
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123˚07´30´´ 123˚00´ 45´ 30´
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123˚07´30´´ 123˚00´ 45´ 30´
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44˚15´14166000122˚07´30´´Will
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122˚15´ 122˚00´121˚52´30´´4
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44˚52´30´´45´122˚15´ 122˚00
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observed flow at the Willamette Riv
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DAFLOW model, and peak amplitude is
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20DYE CONCENTRATION, IN MICROGRAMS
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ARC-INFO and Geographic Information
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WILL.WDMData-base file(Observed pre
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WILL.WDMData-base fileSWSTATSFreque
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Jobson, H.E., 1980, Comment on A ne
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APPENDIX 1. STREAM GEOMETRY FOR MAI
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APPENDIX 2. ARC MACRO LANGUAGE (AML
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APPENDIX 3. DEFINITIONS OF PARAMETE
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APPENDIX 3. DEFINITIONS OF PARAMETE
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APPENDIX 4. MEASUREMENTS USED TO DE
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APPENDIX 5. EXAMPLE PRECIPITATION-R
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APPENDIX 5. EXAMPLE PRECIPITATION-R
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APPENDIX 6. DIFFUSION ANALOGY FLOW
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Page 148 and 149: APPENDIX 6. DIFFUSION ANALOGY FLOW
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Page 160 and 161: 150Climatemaxtempmintempprecipitati
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Page 184 and 185: APPENDIX 12. DIRECTORY FOR will.wdm
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Page 202 and 203: APPENDIX 14. INPUT FILES FOR BRANCH
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