| File specifications for GIS connections (Nodes): CONCEPTUAL NODAL DATA BASE |
||
|
Field Number
|
Description
|
|
|
1
|
Node Number |
(F8.1)
|
|
2
|
Nodal Elevation |
(F8.2)
|
|
3
|
Label |
('10 CHARACTERS')
|
|
4
|
Associated Downstream Node Number |
(F8.1)
|
|
5
|
~ 54 Future Development |
(F8.2)
|
|
55
|
Most upstream node number of the longest flowpath. |
(F8.1)
|
|
56
|
Length of the longest flowpath. |
(F8.1)
|
|
57
|
Total Area (Ac.) |
(F9.3)
|
|
58
|
Depth-area factor for 5-minute rainfall depth. |
(F6.4)
|
|
59
|
Depth-area factor for 15-minute rainfall depth. |
(F6.4)
|
|
60
|
Depth-area factor for 30-minute rainfall depth. |
(F6.4)
|
|
61
|
Depth-area factor for 1-hr. rainfall depth. |
(F6.4)
|
|
62
|
Depth-area factor for 2-hr. rainfall depth. |
(F6.4)
|
|
63
|
Depth-area factor for 3-hr. rainfall depth. |
(F6.4)
|
|
64
|
Depth-area factor for 6-hr. rainfall depth. |
(F6.4)
|
|
65
|
Depth-area factor for 12-hr. rainfall depth. |
(F6.4)
|
|
66
|
Depth-area factor for 24-hr. rainfall depth. |
(F6.4)
|
|
67
|
Depth-area factor for 2-day rainfall depth. |
(F6.4)
|
|
68
|
Depth-area factor for 3-day rainfall depth. |
(F6.4)
|
|
69
|
Depth-area factor for 4-day rainfall depth. |
(F6.4)
|
|
70
|
Depth-area factor for 5-day rainfall depth. |
(F6.4)
|
|
71
|
Depth-area factor for 6-day rainfall depth. |
(F6.4)
|
|
72
|
Depth-area factor for 7-day rainfall depth. |
(F6.4)
|
|
73
|
Accumulative Area-Average Valley-Developed S-graph fraction F0601 Rainfall Zone I fraction. |
(F6.4)
|
|
74
|
Accumulative Area-Average Foothill S-graph fraction F0601 Rainfall Zone J fraction. |
(F6.4)
|
|
75
|
Accumulative Area-Average Mountain S-graph fraction F0601 Rainfall Zone K faction. |
(F6.4)
|
|
76
|
Accumulative Area-Average Desert S-graph fraction F0601 Rainfall Zone L fraction. |
(F6.4)
|
|
77
|
Accumulative Area-Average Valley-Undeveloped S-graph fraction F0601 Rainfall Zone M fraction. |
(F6.4)
|
|
78
|
Accumulative Area-Average Future (A) S-graph fraction |
(F6.4)
|
|
79
|
Accmulative Area-Average Future (B) S-graph fraction. |
(F6.4)
|
|
80
|
Accumulative Area-Average Future (C) S-graph fraction. |
(F6.4)
|
|
81
|
Accumulative Area-Average Future (D) S-graph fraction. |
(F6.4)
|
|
82
|
Accumulated area-average 5-minute rainfall depth for storm event #1. |
(F7.4)
|
|
83
|
Accumulated area-average 15-minute rainfall depth for storm event #1. |
(F7.4)
|
|
84
|
Accumulated area-average 30-minute rainfall depth for storm event #1. |
(F7.4)
|
|
85
|
Accumulated area-average 1-hr rainfall depth for storm event #1. |
(F7.4)
|
|
86
|
Accumulated area-average 2-hr rainfall depth for storm event #1. |
(F7.4)
|
|
87
|
Accumulated area-average 3-hr rainfall depth for storm event #1. |
(F7.4)
|
|
88
|
Accumulated area-average 6-hr rainfall depth for storm event #1. |
(F7.4)
|
|
89
|
Accumulated area-average 12-hr rainfall depth for storm event #1. |
(F7.4)
|
|
90
|
Accumulated area-average 24-hr rainfall depth for storm event #1. |
(F7.4)
|
|
91
|
Accumulated area-average 2-day rainfall depth for storm event #1. |
(F7.4)
|
|
92
|
Accumulated area-average 3-day rainfall depth for storm event #1. |
(F7.4)
|
|
93
|
Accumulated area-average 4-day rainfall depth for storm event #1. |
(F7.4)
|
|
94
|
Accumulated area-average 5-day rainfall depth for storm event #1. |
(F7.4)
|
|
95
|
Accumulated area-average 6-day rainfall depth for storm event #1. |
(F7.4)
|
|
96
|
Accumulated area-average 7-day rainfall depth for storm event #1. |
(F7.4)
|
|
97
|
Accumulated area-average 5-minute rainfall depth for storm event #2. |
(F7.4)
|
|
98
|
Accumulated area-average 15-minute rainfall depth for storm event #2. |
(F7.4)
|
|
99
|
Accumulated area-average 30-minute rainfall depth for storm event #2. |
(F7.4)
|
|
100
|
Accumulated area-average 1-hr rainfall depth for storm event #2. |
(F7.4)
|
|
101
|
Accumulated area-average 2-hr rainfall depth for storm event #2. |
(F7.4)
|
|
102
|
Accumulated area-average 3-hr rainfall depth for storm event #2. |
(F7.4)
|
|
103
|
Accumulated area-average 6-hr rainfall depth for storm event #2. |
(F7.4)
|
|
104
|
Accumulated area-average 12-hr rainfall depth for storm event #2. |
(F7.4)
|
|
105
|
Accumulated area-average 24-hr rainfall depth for storm event #2. |
(F7.4)
|
|
106
|
Accumulated area-average 2-day rainfall depth for storm event #2. |
(F7.4)
|
|
107
|
Accumulated area-average 3-day rainfall depth for storm event #2. |
(F7.4)
|
|
108
|
Accumulated area-average 4-day rainfall depth for storm event #2. |
(F7.4)
|
|
109
|
Accumulated area-average 5-day rainfall depth for storm event #2. |
(F7.4)
|
|
110
|
Accumulated area-average 6-day rainfall depth for storm event #2. |
(F7.4)
|
|
111
|
Accumulated area-average 7-day rainfall depth for storm event #2. |
(F7.4)
|
|
112
|
Accumulated area-average 5-minute rainfall depth for storm event #3. |
(F7.4)
|
|
113
|
Accumulated area-average 15-minute rainfall depth for storm event #3. |
(F7.4)
|
|
114
|
Accumulated area-average 30-minute rainfall depth for storm event #3. |
(F7.4)
|
|
115
|
Accumulated area-average 1-hr rainfall depth for storm event #3. |
(F7.4)
|
|
116
|
Accumulated area-average 2-hr rainfall depth for storm event #3. |
(F7.4)
|
|
117
|
Accumulated area-average 3-hr rainfall depth for storm event #3. |
(F7.4)
|
|
118
|
Accumulated area-average 6-hr rainfall depth for storm event #3. |
(F7.4)
|
|
119
|
Accumulated area-average 12-hr rainfall depth for storm event #3. |
(F7.4)
|
|
120
|
Accumulated area-average 24-hr rainfall depth for storm event #3. |
(F7.4)
|
|
121
|
Accumulated area-average 2-day rainfall depth for storm event #3. |
(F7.4)
|
|
122
|
Accumulated area-average 3-day rainfall depth for storm event #3. |
(F7.4)
|
|
123
|
Accumulated area-average 4-day rainfall depth for storm event #3. |
(F7.4)
|
|
124
|
Accumulated area-average 5-day rainfall depth for storm event #3. |
(F7.4)
|
|
125
|
Accumulated area-average 6-day rainfall depth for storm event #3. |
(F7.4)
|
|
126
|
Accumulated area-average 7-day rainfall depth for storm event #3. |
(F7.4)
|
|
127
|
Accumulated area-average 5-minute rainfall depth for storm event #4. |
(F7.4)
|
|
128
|
Accumulated area-average 15-minute rainfall depth for storm event #4. |
(F7.4)
|
|
129
|
Accumulated area-average 30-minute rainfall depth for storm event #4. |
(F7.4)
|
|
130
|
Accumulated area-average 1-hr rainfall depth for storm event #4. |
(F7.4)
|
|
131
|
Accumulated area-average 2-hr rainfall depth for storm event #4. |
(F7.4)
|
|
132
|
Accumulated area-average 3-hr rainfall depth for storm event #4. |
(F7.4)
|
|
133
|
Accumulated area-average 6-hr rainfall depth for storm event #4. |
(F7.4)
|
|
134
|
Accumulated area-average 12-hr rainfall depth for storm event #4. |
(F7.4)
|
|
135
|
Accumulated area-average 24-hr rainfall depth for storm event #4. |
(F7.4)
|
|
136
|
Accumulated area-average 2-day rainfall depth for storm event #4. |
(F7.4)
|
|
137
|
Accumulated area-average 3-day rainfall depth for storm event #4. |
(F7.4)
|
|
138
|
Accumulated area-average 4-day rainfall depth for storm event #4. |
(F7.4)
|
|
139
|
Accumulated area-average 5-day rainfall depth for storm event #4. |
(F7.4)
|
|
140
|
Accumulated area-average 6-day rainfall depth for storm event #4. |
(F7.4)
|
|
141
|
Accumulated area-average 7-day rainfall depth for storm event #4. |
(F7.4)
|
|
142
|
Accumulated area-average 5-minute rainfall depth for storm event #5. |
(F7.4)
|
|
143
|
Accumulated area-average 15-minute rainfall depth for storm event #5. |
(F7.4)
|
|
144
|
Accumulated area-average 30-minute rainfall depth for storm event #5. |
(F7.4)
|
|
145
|
Accumulated area-average 1-hr rainfall depth for storm event #5. |
(F7.4)
|
|
146
|
Accumulated area-average 2-hr rainfall depth for storm event #5. |
(F7.4)
|
|
147
|
Accumulated area-average 3-hr rainfall depth for storm event #5. |
(F7.4)
|
|
148
|
Accumulated area-average 6-hr rainfall depth for storm event #5. |
(F7.4)
|
|
149
|
Accumulated area-average 12-hr rainfall depth for storm event #5. |
(F7.4)
|
|
150
|
Accumulated area-average 24-hr rainfall depth for storm event #5. |
(F7.4)
|
|
151
|
Accumulated area-average 2-day rainfall depth for storm event #5. |
(F7.4)
|
|
152
|
Accumulated area-average 3-day rainfall depth for storm event #5. |
(F7.4)
|
|
153
|
Accumulated area-average 4-day rainfall depth for storm event #5. |
(F7.4)
|
|
154
|
Accumulated area-average 5-day rainfall depth for storm event #5. |
(F7.4)
|
|
155
|
Accumulated area-average 6-day rainfall depth for storm event #5. |
(F7.4)
|
|
156
|
Accumulated area-average 7-day rainfall depth for storm event #5. |
(F7.4)
|
|
157
|
Accumulated area-average 5-minute rainfall depth for storm event #6. |
(F7.4)
|
|
158
|
Accumulated area-average 15-minute rainfall depth for storm event #6. |
(F7.4)
|
|
159
|
Accumulated area-average 30-minute rainfall depth for storm event #6. |
(F7.4)
|
|
160
|
Accumulated area-average 1-hr rainfall depth for storm event #6. |
(F7.4)
|
|
161
|
Accumulated area-average 2-hr rainfall depth for storm event #6. |
(F7.4)
|
|
162
|
Accumulated area-average 3-hr rainfall depth for storm event #6. |
(F7.4)
|
|
163
|
Accumulated area-average 6-hr rainfall depth for storm event #6. |
(F7.4)
|
|
164
|
Accumulated area-average 12-hr rainfall depth for storm event #6. |
(F7.4)
|
|
165
|
Accumulated area-average 24-hr rainfall depth for storm event #6. |
(F7.4)
|
|
166
|
Accumulated area-average 2-day rainfall depth for storm event #6. |
(F7.4)
|
|
167
|
Accumulated area-average 3-day rainfall depth for storm event #6. |
(F7.4)
|
|
168
|
Accumulated area-average 4-day rainfall depth for storm event #6. |
(F7.4)
|
|
169
|
Accumulated area-average 5-day rainfall depth for storm event #6. |
(F7.4)
|
|
170
|
Accumulated area-average 6-day rainfall depth for storm event #6. |
(F7.4)
|
|
171
|
Accumulated area-average 7-day rainfall depth for storm event #6. |
(F7.4)
|
|
172
|
Accumulated Mean Annual Precipitation (in.) |
(F7.4)
|
|
173
|
Future Rainfall A |
(F7.4)
|
|
174
|
Future Rainfall B |
(F7.4)
|
|
175
|
Future Rainfall C |
(F7.4)
|
|
176
|
Future Rainfall D |
(F7.4)
|
|
177
|
Future Rainfall E |
(F7.4)
|
|
178
|
Tc for the longest flowpath for storm event #1. |
(F7.3)
|
|
179
|
Tc for the longest flowpath for storm event #2. |
(F7.3)
|
|
180
|
Tc for the longest flowpath for storm event #3. |
(F7.3)
|
|
181
|
Tc for the longest flowpath for storm event #4. |
(F7.3)
|
|
182
|
Tc for the longest flowpath for storm event #5. |
(F7.3)
|
|
183
|
Tc for the longest flowpath for storm event #6. |
(F7.3)
|
|
184
|
LAG for the longest flowpath for storm event #1. |
(F7.4)
|
|
185
|
LAG for the longest flowpath for storm event #2. |
(F7.4)
|
|
186
|
LAG for the longest flowpath for storm event #3. |
(F7.4)
|
|
187
|
LAG for the longest flowpath for storm event #4. |
(F7.4)
|
|
188
|
LAG for the longest flowpath for storm event #5. |
(F7.4)
|
|
189
|
LAG for the longest flowpath for storm event #6. |
(F7.4)
|
|
190
|
Area-average Loss Rate (Fm) for storm event #1. |
(F7.4)
|
|
191
|
Area-average Low Loss Fraction (Ybar) for storm event #1. |
(F7.5)
|
|
192
|
Future Loss Rate A for storm event #1. |
(F7.4)
|
|
193
|
Future Loss Fraction B for storm event #1. |
(F7.5)
|
|
194
|
Future Loss Rate C for storm event #1. |
(F7.4)
|
|
195
|
Future Loss Fraction D for storm event #1. |
(F7.5)
|
|
196
|
Area-average Loss Rate (Fm) for storm event #2. |
(F7.4)
|
|
197
|
Area-average Low Loss Fraction (Ybar) for storm event #2. |
(F7.5)
|
|
198
|
Future Loss Rate A for storm event #2. |
(F7.4)
|
|
199
|
Future Loss Fraction B for storm event #2. |
(F7.5)
|
|
200
|
Future Loss Rate C for storm event #2. |
(F7.4)
|
|
201
|
Future Loss Fraction D for storm event #2. |
(F7.5)
|
|
202
|
Area-average Loss Rate (Fm) for storm event #3. |
(F7.4)
|
|
203
|
Area-average Low Loss Fraction (Ybar) for storm event #3. |
(F7.5)
|
|
204
|
Future Loss Rate A for storm event #3. |
(F7.4)
|
|
205
|
Future Loss Fraction B for storm event #3. |
(F7.5)
|
|
206
|
Future Loss Rate C for storm event #3. |
(F7.4)
|
|
207
|
Future Loss Fraction D for storm event #4. |
(F7.5)
|
|
208
|
Area-average Loss Rate (Fm) for storm event #4. |
(F7.4)
|
|
209
|
Area-average Low Loss Fraction (Ybar) for storm event #4. |
(F7.5)
|
|
210
|
Future Loss Rate A for storm event #4. |
(F7.4)
|
|
211
|
Future Loss Fraction B for storm event #4. |
(F7.5)
|
|
212
|
Future Loss Rate C for storm event #4. |
(F7.4)
|
|
213
|
Future Loss Fraction D for storm event #4. |
(F7.5)
|
|
214
|
Area-average Loss Rate (Fm) for storm event #5. |
(F7.4)
|
|
215
|
Area-average Low Loss Fraction (Ybar) for storm event #5. |
(F7.5)
|
|
216
|
Future Loss Rate A for storm event #5. |
(F7.4)
|
|
217
|
Future Loss Fraction B for storm event #5. |
(F7.5)
|
|
218
|
Future Loss Rate C for storm event #5. |
(F7.4)
|
|
219
|
Future Loss Fraction D for storm event #5. |
(F7.5)
|
|
220
|
Area-average Loss Rate (Fm) for storm event #6. |
(F7.4)
|
|
221
|
Area-average Low Loss Fraction (Ybar) for storm event #6. |
(F7.5)
|
|
222
|
Future Loss Rate A for storm event #6. |
(F7.4)
|
|
223
|
Future Loss Fraction B for storm event #6. |
(F7.5)
|
|
224
|
Future Loss Rate C for storm event #6. |
(F7.4)
|
|
225
|
Future Loss Fraction D for storm event #6. |
(F7.5)
|
|
226
|
Peak Flow Rate for storm event #1 for AES Rational Model. |
(F10.2)
|
|
227
|
Peak Flow Rate for storm event #2 for AES Rational Model. |
(F10.2)
|
|
228
|
Peak Flow Rate for storm event #3 for AES Rational Model. |
(F10.2)
|
|
229
|
Peak Flow Rate for storm event #4 for AES Rational Model. |
(F10.2)
|
|
230
|
Peak Flow Rate for storm event #5 for AES Rational Model. |
(F10.2)
|
|
231
|
Peak Flow Rate for storm event #6 for AES Rational Model. |
(F10.2)
|
|
232
|
Peak Flow Rate for storm event #1 for LAF0601 Model. |
(F10.2)
|
|
233
|
Peak Flow Rate for storm event #2 for LAF0601 Model. |
(F10.2)
|
|
234
|
Peak Flow Rate for storm event #3 for LAF0601 Model. |
(F10.2)
|
|
235
|
Peak Flow Rate for storm event #4 for LAF0601 Model. |
(F10.2)
|
|
236
|
Peak Flow Rate for storm event #5 for LAF0601 Model. |
(F10.2)
|
|
237
|
Peak Flow Rate for storm event #6 for LAF0601 Model. |
(F10.2)
|
|
238
|
Peak Flow Rate for storm event #1 for HEC-1 Model. |
(F10.2)
|
|
239
|
Peak Flow Rate for storm event #2 for HEC-1 Model. |
(F10.2)
|
|
240
|
Peak Flow Rate for storm event #3 for HEC-1 Model. |
(F10.2)
|
|
241
|
Peak Flow Rate for storm event #4 for HEC-1 Model. |
(F10.2)
|
|
242
|
Peak Flow Rate for storm event #5 for HEC-1 Model. |
(F10.2)
|
|
243
|
Peak Flow Rate for storm event #6 for HEC-1 Model. |
(F10.2)
|
|
244
|
Peak Flow Rate for storm event #1 for AES FLOOD Model. |
(F10.2)
|
|
245
|
Peak Flow Rate for storm event #2 for AES FLOOD Model. |
(F10.2)
|
|
246
|
Peak Flow Rate for storm event #3 for AES FLOOD Model. |
(F10.2)
|
|
247
|
Peak Flow Rate for storm event #4 for AES FLOOD Model. |
(F10.2)
|
|
248
|
Peak Flow Rate for storm event #5 for AES FLOOD Model. |
(F10.2)
|
|
249
|
Peak Flow Rate for storm event #6 for AES FLOOD Model. |
(F10.2)
|
|
250
|
Peak Flow Rate for storm event #1 for AES FLOOD Model with Basins. |
(F10.2)
|
|
251
|
Peak Flow Rate for storm event #2 for AES FLOOD Model with Basins. |
(F10.2)
|
|
252
|
Peak Flow Rate for storm event #3 for AES FLOOD Model with Basins. |
(F10.2)
|
|
253
|
Peak Flow Rate for storm event #4 for AES FLOOD Model with Basins. |
(F10.2)
|
|
254
|
Peak Flow Rate for storm event #5 for AES FLOOD Model with Basins. |
(F10.2)
|
|
255
|
Peak Flow Rate for storm event #6 for AES FLOOD Model with Basins. |
(F10.2)
|
|
256
|
Peak Flow Rate for storm event #1 for Multiple Objective Model. |
(F10.2)
|
|
257
|
Peak Flow Rate for storm event #2 for Multiple Objective Model. |
(F10.2)
|
|
258
|
Peak Flow Rate for storm event #3 for Multiple Objective Model. |
(F10.2)
|
|
259
|
Peak Flow Rate for storm event #4 for Multiple Objective Model. |
(F10.2)
|
|
260
|
Peak Flow Rate for storm event #5 for Multiple Objective Model. |
(F10.2)
|
|
261
|
Peak Flow Rate for storm event #6 for Multiple Objective Model. |
(F10.2)
|
|
262
|
Computer Estimated Peak Flow Rate for storm event #1. |
(F10.2)
|
|
263
|
Computer Estimated Peak Flow Rate for storm event #2. |
(F10.2)
|
|
264
|
Computer Estimated Peak Flow Rate for storm event #3. |
(F10.2)
|
|
265
|
Computer Estimated Peak Flow Rate for storm event #4. |
(F10.2)
|
|
266
|
Computer Estimated Peak Flow Rate for storm event #5. |
(F10.2)
|
|
267
|
Computer Estimated Peak Flow Rate for storm event #6. |
(F10.2)
|
|
268
|
Computer Recommended Peak Flow Rate for storm event #1. |
(F10.2)
|
|
269
|
Computer Recommended Peak Flow Rate for storm event #2. |
(F10.2)
|
|
270
|
Computer Recommended Peak Flow Rate for storm event #3. |
(F10.2)
|
|
271
|
Computer Recommended Peak Flow Rate for storm event #4. |
(F10.2)
|
|
272
|
Computer Recommended Peak Flow Rate for storm event #5. |
(F10.2)
|
|
273
|
Computer Recommended Peak Flow Rate for storm event #6. |
(F10.2)
|
|
274
|
User Recommended Peak Flow Rate for storm event #1. |
(F10.2)
|
|
275
|
User Recommended Peak Flow Rate for storm event #2. |
(F10.2)
|
|
276
|
User Recommended Peak Flow Rate for storm event #3. |
(F10.2)
|
|
277
|
User Recommended Peak Flow Rate for storm event #4. |
(F10.2)
|
|
278
|
User Recommended Peak Flow Rate for storm event #5. |
(F10.2)
|
|
279
|
User Recommended Peak Flow Rate for storm event #6. |
(F10.2)
|
|
280
|
Peak Flow Rate Adjustment Factor for storm event #1. |
(F6.4)
|
|
281
|
Peak Flow Rate Adjustment Factor for storm event #2. |
(F6.4)
|
|
282
|
Peak Flow Rate Adjustment Factor for storm event #3. |
(F6.4)
|
|
283
|
Peak Flow Rate Adjustment Factor for storm event #4. |
(F6.4)
|
|
284
|
Peak Flow Rate Adjustment Factor for storm event #5. |
(F6.4)
|
|
285
|
Peak Flow Rate Adjustment Factor for storm event #6. |
(F6.4)
|
|
286
|
NPDES Flag (1 = Yes; 0 = No.). |
(I2)
|
|
287
|
Flood Control Basin Flag (1 = Yes; 0 = No.). |
(I2)
|
|
288
|
Future Data. |
(F8.2)
|
|
289
|
Future Data. |
(F8.2)
|
|
290
|
Future Data. |
(F8.2)
|
|
291
|
Future Data. |
(F8.2)
|
|
292
|
Future Data. |
(F8.2)
|
|
293
|
Upstream Conduit Invert Elevation. (Drop Structure) |
(F8.2)
|
|
294
|
Downstream Conduit Invert Elevation. (Drop Structure) |
(F8.2)
|
|
295
|
Upstream Conduit HGL Elevation. (Drop Structure) |
(F8.2)
|
|
296
|
Downstream Conduit HGL Elevation. (Drop Structure) |
(F8.2)
|
|
297
|
Freeboard Depth = Topographic Elevation - Max(Upstream HGL, Downstream HGL). |
(F8.2)
|
|
298
|
Future Development |
(F8.2)
|
|
299
|
Future Development |
(F8.2)
|
|
300
|
Future Development |
(F8.2)
|
|
301
|
Land Use Type. |
(F8.2)
|
|
302
|
Soil Grouping (N/A for F0601). |
(F8.2)
|
|
303
|
Accumulated Area up to this Node Number. Repeat 301,302 ad 303 as needed (maximum triplets are limited to 100). |
(F10.2)
|
|
602
|
Confluence Upstream Node Number #1. |
(F8.1)
|
|
603
|
Confluence Upstream Node Number #2. |
(F8.1)
|
|
604
|
Confluence Upstream Node Number #3. |
(F8.1)
|
|
605
|
Confluence Upstream Node Number #4. |
(F8.1)
|
|
606
|
Confluence Upstream Node Number #5. |
(F8.1)
|
|
607
|
~ 636 PDES Annual Pollutant Loadings Estimation. (values need to be multiple by 100.) |
(F8.2)
|
|
|
Add 20 fields for future development. |
(F8.2)
|