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DMSTA2 - Network Simulation |
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Model Release: |
06/01/05 |
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Current Date: |
05/31/05 |
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Forecast Type: |
Base |
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Network Name: |
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Project: |
PROJECT_EXAMPLES |
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Stop at Case
Number: |
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Description: |
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Routing Table |
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Enter
a downstream CASE name or OUTLET number (1-5) in rows 9-13 |
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Case Name--> |
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Send Bypass to --> |
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Send Release 1 to --> |
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Send Release 2 to --> |
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Send Outflow to --> |
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Send Seepage to --> |
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Overall Mass Balance |
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Flow |
Load |
FWC |
Geo Mn |
Select Network: |
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Outlet Number |
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Outlet Description |
hm3/yr |
kg/yr |
ppb |
ppb |
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Outlet 1 |
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#N/A |
#N/A |
#N/A |
#N/A |
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Outlet 2 |
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#N/A |
#N/A |
#N/A |
#N/A |
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Outlet 3 |
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#N/A |
#N/A |
#N/A |
#N/A |
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Outlet 4 |
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#N/A |
#N/A |
#N/A |
#N/A |
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Outlet 5 |
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#N/A |
#N/A |
#N/A |
#N/A |
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Total Outlets |
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#N/A |
#N/A |
#N/A |
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Watershed Inputs |
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#N/A |
#N/A |
#N/A |
#N/A |
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Storage Increase |
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0.0 |
0 |
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Select Simulation Type: |
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Rain - ET |
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0.0 |
0 |
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Net Seepage Losses |
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0.0 |
0 |
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Burial |
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0.0 |
0 |
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Mass Balance Check |
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#N/A |
#N/A |
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Input/Outlet Reduction |
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#N/A |
#N/A |
#N/A |
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Reduction % |
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#N/A |
#N/A |
#N/A |
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| NET_STA |
Results |
Units |
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TOTALS |
| 1191.03 |
Watershed Inflow |
hm3/yr |
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0.00 |
| 0.00 |
Inflow from Upstream Case |
hm3/yr |
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0.00 |
| 0.00 |
Bypass |
hm3/yr |
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0.00 |
| 509.18 |
Release 1 |
hm3/yr |
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0.00 |
| 0.00 |
Release 2 |
hm3/yr |
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0.00 |
| 660.66 |
Outflow |
hm3/yr |
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0.00 |
| 0.00 |
Seepage Discharged |
hm3/yr |
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0.00 |
| 119103.1 |
Watershed
Load |
kg/yr |
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0.0 |
| 0.0 |
Upstream Case Load |
kg/yr |
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0.0 |
| 0.0 |
Bypass Load |
kg/yr |
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0.0 |
| 39555.4 |
Release 1 Load |
kg/yr |
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0.0 |
| 0.0 |
Release 2 Load |
kg/yr |
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0.0 |
| 14657.3 |
Outflow Load |
kg/yr |
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0.0 |
| 0.0 |
Seepage Discharged |
kg/yr |
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0.0 |
| 100.0 |
Watershed Inflow
Conc |
ppb |
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#N/A |
| #N/A |
Upstream Case Conc |
ppb |
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#N/A |
| #N/A |
Bypass Conc |
ppb |
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#N/A |
| 77.7 |
Release 1 Conc |
ppb |
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#N/A |
| #N/A |
Release 2 Conc |
ppb |
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#N/A |
| 22.2 |
Outflow Conc |
ppb |
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#N/A |
| #N/A |
Seepage Discharged |
ppb |
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#N/A |
| -4.9 |
Volume Storage
Increase |
hm3/yr |
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0.0 |
| 2822.7 |
Mass Storage Increase |
kg/yr |
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0.0 |
| -26.1 |
Rain - ET |
hm3/yr |
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0.0 |
| 6488.0 |
Atmospheric Deposition |
kg/yr |
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0.0 |
| 0.0 |
Seepage
Loss - Volume |
hm3/yr |
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0.0 |
| 0.0 |
Seepage
Loss - Mass |
kg/yr |
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0.0 |
| 68555.3 |
Burial |
kg/yr |
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0.0 |
| 3.40 |
Execution Time |
sec/yr |
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| 05/31/05 |
Run Date |
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| 01/01/65 |
Starting Date for Simulation |
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| 01/01/66 |
Starting
Date for Output |
- |
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| 12/31/74 |
Ending Date |
- |
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| 3287 |
Output
Duration |
days |
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| Total |
Cell Label |
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| - |
Downstream
Cell Label |
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| none |
Network Simulation Name |
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| Uncerta |
Forecast Type |
- |
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| 196.00 |
Surface Area |
km2 |
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| 131.0 |
Mean Rainfall |
cm/yr |
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| 144.3 |
Mean ET |
cm/yr |
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| 1191.0 |
Cell Inflow
Volume |
hm3/yr |
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| 119103 |
Cell Inflow Load |
kg/yr |
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| 100.0 |
Cell Inflow Conc |
ppb |
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| 660.7 |
Treated
Outflow Volume |
hm3/yr |
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| 14657 |
Treated Outflow Load |
kg/yr |
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| 22.2 |
Treated
FWM Outflow Conc |
ppb |
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| 27.1 |
Upper
Confidence Limit |
ppb |
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| 17.9 |
Lower
Confidence Limit |
ppb |
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| 1169.8 |
Total Outflow Volume + Bypass |
hm3/yr |
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| 119103 |
Total Outflow Load + Bypass |
kg/yr |
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| 101.8 |
Total
FWM Outflow Conc |
ppb |
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| 0.00 |
Bypass Load |
kg/yr |
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| 0% |
Bypass Load |
% |
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| 14.20 |
Maximum Inflow |
hm3/d |
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| 10.41 |
Maximum Outflow |
hm3/d |
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| 104446 |
Surface Load
Reduction |
kg/yr |
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| 68555 |
Load Trapped in Sediments |
kg/yr |
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| 54% |
Net Load Reduction |
% |
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| 48% |
Lower
Confidence Limit |
% |
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| 61% |
Upper Confidence Limit |
% |
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| #N/A |
Daily Geometric Mean |
ppb |
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| 14.2 |
Outflow Geo Mean - Composites |
ppb |
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| 18.4 |
Upper
Confidence Limit |
ppb |
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| 10.6 |
Lower
Confidence Limit |
ppb |
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| 74% |
Frequency Outflow Conc > 10 ppb |
% |
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| 36% |
Frequency Outflow Conc > 20 ppb |
% |
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| 22% |
Frequency Outflow Conc > 50 ppb |
% |
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| 54% |
Freq Outflow Volume > 10 ppb |
% |
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| 30 |
95th Percentile Outflow Conc |
ppb |
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| 699 |
Mean
Biomass P Storage |
mg/m2 |
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| 4% |
Storage Increase / Net Removal |
% |
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| 4.5 |
Net Storage Turnover Rate |
1/yr |
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| 350 |
Unit Area P Removal |
g/m2-yr |
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| 1.7 |
Mean Water Load |
cm/d |
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| 7.2 |
Max Water Load |
cm/d |
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| 151 |
Mean Depth |
cm |
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| 4 |
Minimum Depth |
cm |
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| 260 |
Maximum Depth |
cm |
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| 2.5% |
Frequency
Depth < 10 cm |
% |
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| 240 |
Flow/Width |
m2/day |
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| 90.7 |
HRT Days |
days |
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| 0.33 |
Mean Velocity |
cm/sec |
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| 0% |
Seepage Outflow / Total Outflow |
% |
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| 509.2 |
Release 1 Outflow Volume |
hm3/yr |
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| 0.0 |
Release
2 Outflow Volume |
hm3/yr |
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| 8.05 |
95th Percentile Outflow Volume |
hm3/d |
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| 233.83 |
95th Percentile Outflow Load |
kg/d |
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| #N/A |
Simulated / Specified Mean Depth |
% |
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| #N/A |
Release 1 Demand Met |
% |
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| #N/A |
Release
2 Demand Met |
% |
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| #N/A |
Outflow Demand Met |
% |
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| 1 |
Range Check - Mean Depth |
- |
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| 0 |
Range Check - Freq Depth < 10 cm |
- |
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| 2 |
Range Check - Flow/Width |
- |
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| 0 |
Range Check - Inflow Conc |
- |
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| 0 |
Range Check - Outflow Conc |
- |
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| 0.00% |
Water
Balance Error |
% |
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| 0.00% |
Mass Balance Error |
% |
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| 3 |
Warning or Error Messages |
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