Showing posts with label Horton. Show all posts
Showing posts with label Horton. Show all posts

Wednesday, July 22, 2015

System Graphs in InfoSWMM and H2OMap SWMMM for SWMM5 Analysis

One of the many key output graphics you can see both graphs and tables in InfoSWMM and H2OMap SWMM are the system processes.  You can define the processes you want to use in the Run Manager along with these hydrology options for both infiltration:
1. Green Ampt
2. Horton
3. Modified Horton 
4. CN 

and Runoff Models
1. EPA Runoff
2. CUHP
3. NRSCS Dimensionless UH
4. NRSCS Triangular UH
5. Delmarva UH
6. Clark UH
7. Snyder UH
8. Espey UH
9. San Diego Modified Rational Method
10.  Modified Rational Method
11. Santa Barbara UH

You can see the process flows in the System Output Graphs and Reports.


System Process tables



System Process Graphs and Run Manger for Process Flow Selection

Wednesday, February 25, 2015

Huff Rainfall Distribution SWMM 5 Model

Huff Rainfall Distribution SWMM 5 Model
Huff Distribution Model in SWMM 5
[TITLE]
Scenario Run :  BASE

[OPTIONS]
FLOW_UNITS           LPS
INFILTRATION         HORTON
FLOW_ROUTING         DYNWAVE
START_DATE           01/01/2020
START_TIME           00:00:00
REPORT_START_DATE    01/01/2020
REPORT_START_TIME    00:00:00
END_DATE             01/02/2020
END_TIME             12:00:00
SWEEP_START          01/01
SWEEP_END            12/31
DRY_DAYS             5.000000
REPORT_STEP          00:01:00
WET_STEP             01:15:00
DRY_STEP             01:15:00
ROUTING_STEP         0:01:00 
ALLOW_PONDING        NO
INERTIAL_DAMPING     NONE
VARIABLE_STEP        0.75
LENGTHENING_STEP     0
MIN_SURFAREA         0
NORMAL_FLOW_LIMITED  BOTH
SKIP_STEADY_STATE    NO
FORCE_MAIN_EQUATION  H-W
LINK_OFFSETS         DEPTH
MIN_SLOPE            0

[EVAPORATION]
;;Type       Parameters
;;---------- ----------
CONSTANT     0.000000
DRY_ONLY     NO

[RAINGAGES]
;;               Rain      Time   Snow   Data      
;;Name           Type      Intrvl Catch  Source    
;;-------------- --------- ------ ------ ----------
HUFF_1ST_QUARTER INTENSITY 1.200000 1.000000 TIMESERIES HUFF_1ST_QUARTER_24_HOURS
HUFF_2ND_QUARTER INTENSITY 1.200000 1.000000 TIMESERIES HUFF_2ND_QUARTER_24_HOURS
HUFF_3RD_QUARTER INTENSITY 1.200000 1.000000 TIMESERIES HUFF_3RD_QUARTER_24_HOURS
HUFF_4TH_QUARTER INTENSITY 1.200000 1.000000 TIMESERIES HUFF_4TH_QUARTER_24_HOURS

[SUBCATCHMENTS]
;;                                                 Total    Pcnt.             Pcnt.    Curb     Snow    
;;Name           Raingage         Outlet           Area     Imperv   Width    Slope    Length   Pack    
;;-------------- ---------------- ---------------- -------- -------- -------- -------- -------- --------
LOWHORTON_1STQUARTERHUFF HUFF_1ST_QUARTER OUT              1.000000 0.000000 500.000000 1.000000 0.000000                 
LOWHORTON_2NDQUARTERHUFF HUFF_2ND_QUARTER OUT              1.000000 0.000000 500.000000 1.000000 0.000000                 
LOWHORTON_3RDQUARTERHUFF HUFF_3RD_QUARTER OUT              1.000000 0.000000 500.000000 1.000000 0.000000                 
LOWHORTON_4THQUARTERHUFF HUFF_4TH_QUARTER OUT              1.000000 0.000000 500.000000 1.000000 0.000000                 
HIGHHORTON_1STQUARTERHUFF HUFF_1ST_QUARTER OUT              1.000000 0.000000 500.000000 1.000000 0.000000                 
HIGHHORTON_2NDQUARTERHUFF HUFF_2ND_QUARTER OUT              1.000000 0.000000 500.000000 1.000000 0.000000                 
HIGHHORTON_3RDQUARTERHUFF HUFF_3RD_QUARTER OUT              1.000000 0.000000 500.000000 1.000000 0.000000                 
HIGHHORTON_4THQUARTERHUFF HUFF_4TH_QUARTER OUT              1.000000 0.000000 500.000000 1.000000 0.000000                 

[SUBAREAS]
;;Subcatchment   N-Imperv   N-Perv     S-Imperv   S-Perv     PctZero    RouteTo    PctRouted 
;;-------------- ---------- ---------- ---------- ---------- ---------- ---------- ----------
LOWHORTON_1STQUARTERHUFF 0.010000   0.100000   0.050000   0.050000   25.000000  OUTLET    
LOWHORTON_2NDQUARTERHUFF 0.010000   0.100000   0.050000   0.050000   25.000000  OUTLET    
LOWHORTON_3RDQUARTERHUFF 0.010000   0.100000   0.050000   0.050000   25.000000  OUTLET    
LOWHORTON_4THQUARTERHUFF 0.010000   0.100000   0.050000   0.050000   25.000000  OUTLET    
HIGHHORTON_1STQUARTERHUFF 0.010000   0.100000   0.050000   0.050000   25.000000  OUTLET    
HIGHHORTON_2NDQUARTERHUFF 0.010000   0.100000   0.050000   0.050000   25.000000  OUTLET    
HIGHHORTON_3RDQUARTERHUFF 0.010000   0.100000   0.050000   0.050000   25.000000  OUTLET    
HIGHHORTON_4THQUARTERHUFF 0.010000   0.100000   0.050000   0.050000   25.000000  OUTLET    

[INFILTRATION]
;;Subcatchment   MaxRate    MinRate    Decay      DryTime    MaxInfil  
;;-------------- ---------- ---------- ---------- ---------- ----------
LOWHORTON_1STQUARTERHUFF 5.00000    1.000000   4.000000   7.000000   0.000000  
LOWHORTON_2NDQUARTERHUFF 5.000000   1.000000   4.000000   7.000000   0.000000  
LOWHORTON_3RDQUARTERHUFF 5.000000   1.000000   4.000000   7.000000   0.000000  
LOWHORTON_4THQUARTERHUFF 5.000000   1.000000   4.000000   7.000000   0.000000  
HIGHHORTON_1STQUARTERHUFF 10.0000    5.00000    4.000000   7.000000   0.000000  
HIGHHORTON_2NDQUARTERHUFF 10.00000   5.00000    4.000000   7.000000   0.000000  
HIGHHORTON_3RDQUARTERHUFF 10.00000   5.00000    4.000000   7.000000   0.000000  
HIGHHORTON_4THQUARTERHUFF 10.00000   5.00000    4.000000   7.000000   0.000000  

[OUTFALLS]
;;               Invert     Outfall    Stage/Table      Tide
;;Name           Elev.      Type       Time Series      Gate
;;-------------- ---------- ---------- ---------------- ----
OUT              0.000000   FREE                        NO

[CONTROLS]





[TIMESERIES]
;;Name           Date       Time       Value     
;;-------------- ---------- ---------- ----------
HUFF_1ST_QUARTER_24_HOURS 01/01/2020 0:00       0         
HUFF_1ST_QUARTER_24_HOURS            1:12       2.625     
HUFF_1ST_QUARTER_24_HOURS            2:24       4.791666667
HUFF_1ST_QUARTER_24_HOURS            3:36       6.458333333
HUFF_1ST_QUARTER_24_HOURS            4:48       6.958333333
HUFF_1ST_QUARTER_24_HOURS            6:00       5         
HUFF_1ST_QUARTER_24_HOURS            7:12       3.541666667
HUFF_1ST_QUARTER_24_HOURS            8:24       2.291666667
HUFF_1ST_QUARTER_24_HOURS            9:36       1.583333333
HUFF_1ST_QUARTER_24_HOURS            10:48      1.333333333
HUFF_1ST_QUARTER_24_HOURS            12:00      1.041666667
HUFF_1ST_QUARTER_24_HOURS            13:12      1.041666667
HUFF_1ST_QUARTER_24_HOURS            14:24      0.75      
HUFF_1ST_QUARTER_24_HOURS            15:36      0.708333333
HUFF_1ST_QUARTER_24_HOURS            16:48      0.625     
HUFF_1ST_QUARTER_24_HOURS            18:00      0.583333333
HUFF_1ST_QUARTER_24_HOURS            19:12      0.583333333
HUFF_1ST_QUARTER_24_HOURS            20:24      0.541666667
HUFF_1ST_QUARTER_24_HOURS            21:36      0.5       
HUFF_1ST_QUARTER_24_HOURS            22:48      0.458333333
HUFF_1ST_QUARTER_24_HOURS            24:00      0.25      

HUFF_2ND_QUARTER_24_HOURS 01/01/2020 0:00       0         
HUFF_2ND_QUARTER_24_HOURS            1:12       0.625     
HUFF_2ND_QUARTER_24_HOURS            2:24       0.666666667
HUFF_2ND_QUARTER_24_HOURS            3:36       1.625     
HUFF_2ND_QUARTER_24_HOURS            4:48       2.291666667
HUFF_2ND_QUARTER_24_HOURS            6:00       3.458333333
HUFF_2ND_QUARTER_24_HOURS            7:12       4.041666667
HUFF_2ND_QUARTER_24_HOURS            8:24       4.791666667
HUFF_2ND_QUARTER_24_HOURS            9:36       4.375     
HUFF_2ND_QUARTER_24_HOURS            10:48      4.375     
HUFF_2ND_QUARTER_24_HOURS            12:00      3.958333333
HUFF_2ND_QUARTER_24_HOURS            13:12      3.333333333
HUFF_2ND_QUARTER_24_HOURS            14:24      2.291666667
HUFF_2ND_QUARTER_24_HOURS            15:36      1.666666667
HUFF_2ND_QUARTER_24_HOURS            16:48      1.25      
HUFF_2ND_QUARTER_24_HOURS            18:00      0.75      
HUFF_2ND_QUARTER_24_HOURS            19:12      0.583333333
HUFF_2ND_QUARTER_24_HOURS            20:24      0.5       
HUFF_2ND_QUARTER_24_HOURS            21:36      0.458333333
HUFF_2ND_QUARTER_24_HOURS            22:48      0.333333333
HUFF_2ND_QUARTER_24_HOURS            24:00      0.291666667

HUFF_3RD_QUARTER_24_HOURS 01/01/2020 0:00       0         
HUFF_3RD_QUARTER_24_HOURS            1:12       0.833333333
HUFF_3RD_QUARTER_24_HOURS            2:24       0.833333333
HUFF_3RD_QUARTER_24_HOURS            3:36       1.333333333
HUFF_3RD_QUARTER_24_HOURS            4:48       1.166666667
HUFF_3RD_QUARTER_24_HOURS            6:00       0.916666667
HUFF_3RD_QUARTER_24_HOURS            7:12       0.75      
HUFF_3RD_QUARTER_24_HOURS            8:24       0.625     
HUFF_3RD_QUARTER_24_HOURS            9:36       1.041666667
HUFF_3RD_QUARTER_24_HOURS            10:48      1.458333333
HUFF_3RD_QUARTER_24_HOURS            12:00      2.708333333
HUFF_3RD_QUARTER_24_HOURS            13:12      4.791666667
HUFF_3RD_QUARTER_24_HOURS            14:24      5.833333333
HUFF_3RD_QUARTER_24_HOURS            15:36      6.458333333
HUFF_3RD_QUARTER_24_HOURS            16:48      4.166666667
HUFF_3RD_QUARTER_24_HOURS            18:00      3.541666667
HUFF_3RD_QUARTER_24_HOURS            19:12      2.5       
HUFF_3RD_QUARTER_24_HOURS            20:24      1.25      
HUFF_3RD_QUARTER_24_HOURS            21:36      0.833333333
HUFF_3RD_QUARTER_24_HOURS            22:48      0.416666667
HUFF_3RD_QUARTER_24_HOURS            24:00      0.208333333

HUFF_4TH_QUARTER_24_HOURS 01/01/2020 0:00       0         
HUFF_4TH_QUARTER_24_HOURS            1:12       0.833333333
HUFF_4TH_QUARTER_24_HOURS            2:24       0.833333333
HUFF_4TH_QUARTER_24_HOURS            3:36       0.625     
HUFF_4TH_QUARTER_24_HOURS            4:48       0.625     
HUFF_4TH_QUARTER_24_HOURS            6:00       0.625     
HUFF_4TH_QUARTER_24_HOURS            7:12       0.625     
HUFF_4TH_QUARTER_24_HOURS            8:24       0.625     
HUFF_4TH_QUARTER_24_HOURS            9:36       0.833333333
HUFF_4TH_QUARTER_24_HOURS            10:48      0.833333333
HUFF_4TH_QUARTER_24_HOURS            12:00      1.25      
HUFF_4TH_QUARTER_24_HOURS            13:12      1.25      
HUFF_4TH_QUARTER_24_HOURS            14:24      1.25      
HUFF_4TH_QUARTER_24_HOURS            15:36      1.875     
HUFF_4TH_QUARTER_24_HOURS            16:48      2.5       
HUFF_4TH_QUARTER_24_HOURS            18:00      3.541666667
HUFF_4TH_QUARTER_24_HOURS            19:12      4.583333333
HUFF_4TH_QUARTER_24_HOURS            20:24      8.125     
HUFF_4TH_QUARTER_24_HOURS            21:36      7.5       
HUFF_4TH_QUARTER_24_HOURS            22:48      2.291666667
HUFF_4TH_QUARTER_24_HOURS            24:00      1.041666667

[REPORT]
INPUT      NO
CONTROLS   NO
SUBCATCHMENTS ALL
NODES ALL
LINKS ALL

[TAGS]

[MAP]
DIMENSIONS -0.561 -0.214 1.050 0.950
Units      None

[COORDINATES]
;;Node           X-Coord            Y-Coord           
;;-------------- ------------------ ------------------
OUT              0.327              0.464             

[VERTICES]
;;Link           X-Coord            Y-Coord           
;;-------------- ------------------ ------------------

[Polygons]
;;Subcatchment   X-Coord            Y-Coord           
;;-------------- ------------------ ------------------
LOWHORTON_1STQUARTERHUFF -0.041             0.882             
LOWHORTON_1STQUARTERHUFF -0.036             0.882             
LOWHORTON_1STQUARTERHUFF -0.035             0.882             
LOWHORTON_1STQUARTERHUFF -0.035             0.882             
LOWHORTON_1STQUARTERHUFF -0.003             0.891             
LOWHORTON_1STQUARTERHUFF 0.029              0.892             
LOWHORTON_1STQUARTERHUFF 0.133              0.884             
LOWHORTON_1STQUARTERHUFF 0.186              0.868             
LOWHORTON_1STQUARTERHUFF 0.228              0.827             
LOWHORTON_1STQUARTERHUFF 0.233              0.776             
LOWHORTON_1STQUARTERHUFF 0.223              0.685             
LOWHORTON_1STQUARTERHUFF 0.205              0.641             
LOWHORTON_1STQUARTERHUFF 0.163              0.607             
LOWHORTON_1STQUARTERHUFF 0.078              0.590             
LOWHORTON_1STQUARTERHUFF -0.010             0.565             
LOWHORTON_1STQUARTERHUFF -0.075             0.563             
LOWHORTON_1STQUARTERHUFF -0.121             0.738             
LOWHORTON_1STQUARTERHUFF -0.084             0.866             
LOWHORTON_1STQUARTERHUFF -0.084             0.866             
LOWHORTON_2NDQUARTERHUFF 0.371              0.887             
LOWHORTON_2NDQUARTERHUFF 0.376              0.887             
LOWHORTON_2NDQUARTERHUFF 0.377              0.887             
LOWHORTON_2NDQUARTERHUFF 0.377              0.887             
LOWHORTON_2NDQUARTERHUFF 0.409              0.896             
LOWHORTON_2NDQUARTERHUFF 0.441              0.897             
LOWHORTON_2NDQUARTERHUFF 0.545              0.889             
LOWHORTON_2NDQUARTERHUFF 0.598              0.873             
LOWHORTON_2NDQUARTERHUFF 0.640              0.832             
LOWHORTON_2NDQUARTERHUFF 0.645              0.781             
LOWHORTON_2NDQUARTERHUFF 0.635              0.690             
LOWHORTON_2NDQUARTERHUFF 0.617              0.646             
LOWHORTON_2NDQUARTERHUFF 0.575              0.612             
LOWHORTON_2NDQUARTERHUFF 0.490              0.595             
LOWHORTON_2NDQUARTERHUFF 0.402              0.570             
LOWHORTON_2NDQUARTERHUFF 0.337              0.568             
LOWHORTON_2NDQUARTERHUFF 0.291              0.743             
LOWHORTON_3RDQUARTERHUFF 0.703              0.678             
LOWHORTON_3RDQUARTERHUFF 0.708              0.678             
LOWHORTON_3RDQUARTERHUFF 0.709              0.678             
LOWHORTON_3RDQUARTERHUFF 0.709              0.678             
LOWHORTON_3RDQUARTERHUFF 0.741              0.687             
LOWHORTON_3RDQUARTERHUFF 0.773              0.688             
LOWHORTON_3RDQUARTERHUFF 0.877              0.680             
LOWHORTON_3RDQUARTERHUFF 0.930              0.664             
LOWHORTON_3RDQUARTERHUFF 0.972              0.623             
LOWHORTON_3RDQUARTERHUFF 0.977              0.572             
LOWHORTON_3RDQUARTERHUFF 0.967              0.481             
LOWHORTON_3RDQUARTERHUFF 0.949              0.437             
LOWHORTON_3RDQUARTERHUFF 0.907              0.403             
LOWHORTON_3RDQUARTERHUFF 0.822              0.386             
LOWHORTON_3RDQUARTERHUFF 0.734              0.361             
LOWHORTON_3RDQUARTERHUFF 0.669              0.359             
LOWHORTON_3RDQUARTERHUFF 0.623              0.534             
LOWHORTON_3RDQUARTERHUFF 0.660              0.662             
LOWHORTON_3RDQUARTERHUFF 0.660              0.662             
LOWHORTON_3RDQUARTERHUFF 0.703              0.678             
LOWHORTON_4THQUARTERHUFF 0.695              0.332             
LOWHORTON_4THQUARTERHUFF 0.696              0.332             
LOWHORTON_4THQUARTERHUFF 0.696              0.332             
LOWHORTON_4THQUARTERHUFF 0.728              0.341             
LOWHORTON_4THQUARTERHUFF 0.760              0.342             
LOWHORTON_4THQUARTERHUFF 0.864              0.334             
LOWHORTON_4THQUARTERHUFF 0.917              0.318             
LOWHORTON_4THQUARTERHUFF 0.959              0.277             
LOWHORTON_4THQUARTERHUFF 0.964              0.226             
LOWHORTON_4THQUARTERHUFF 0.954              0.135             
LOWHORTON_4THQUARTERHUFF 0.936              0.091             
LOWHORTON_4THQUARTERHUFF 0.894              0.057             
LOWHORTON_4THQUARTERHUFF 0.809              0.040             
LOWHORTON_4THQUARTERHUFF 0.721              0.015             
LOWHORTON_4THQUARTERHUFF 0.656              0.013             
LOWHORTON_4THQUARTERHUFF 0.610              0.188             
LOWHORTON_4THQUARTERHUFF 0.647              0.316             
LOWHORTON_4THQUARTERHUFF 0.647              0.316             
HIGHHORTON_1STQUARTERHUFF -0.408             0.791             
HIGHHORTON_1STQUARTERHUFF -0.403             0.791             
HIGHHORTON_1STQUARTERHUFF -0.402             0.791             
HIGHHORTON_1STQUARTERHUFF -0.402             0.791             
HIGHHORTON_1STQUARTERHUFF -0.370             0.800             
HIGHHORTON_1STQUARTERHUFF -0.338             0.801             
HIGHHORTON_1STQUARTERHUFF -0.234             0.793             
HIGHHORTON_1STQUARTERHUFF -0.181             0.777             
HIGHHORTON_1STQUARTERHUFF -0.139             0.736             
HIGHHORTON_1STQUARTERHUFF -0.134             0.685             
HIGHHORTON_1STQUARTERHUFF -0.144             0.594             
HIGHHORTON_1STQUARTERHUFF -0.162             0.550             
HIGHHORTON_1STQUARTERHUFF -0.204             0.516             
HIGHHORTON_1STQUARTERHUFF -0.289             0.499             
HIGHHORTON_1STQUARTERHUFF -0.377             0.474             
HIGHHORTON_1STQUARTERHUFF -0.442             0.472             
HIGHHORTON_1STQUARTERHUFF -0.488             0.647             
HIGHHORTON_1STQUARTERHUFF -0.451             0.775             
HIGHHORTON_1STQUARTERHUFF -0.451             0.775             
HIGHHORTON_2NDQUARTERHUFF -0.367             0.439             
HIGHHORTON_2NDQUARTERHUFF -0.362             0.439             
HIGHHORTON_2NDQUARTERHUFF -0.361             0.439             
HIGHHORTON_2NDQUARTERHUFF -0.361             0.439             
HIGHHORTON_2NDQUARTERHUFF -0.329             0.448             
HIGHHORTON_2NDQUARTERHUFF -0.297             0.449             
HIGHHORTON_2NDQUARTERHUFF -0.193             0.441             
HIGHHORTON_2NDQUARTERHUFF -0.140             0.425             
HIGHHORTON_2NDQUARTERHUFF -0.098             0.384             
HIGHHORTON_2NDQUARTERHUFF -0.093             0.333             
HIGHHORTON_2NDQUARTERHUFF -0.103             0.242             
HIGHHORTON_2NDQUARTERHUFF -0.121             0.198             
HIGHHORTON_2NDQUARTERHUFF -0.163             0.164             
HIGHHORTON_2NDQUARTERHUFF -0.248             0.147             
HIGHHORTON_2NDQUARTERHUFF -0.336             0.122             
HIGHHORTON_2NDQUARTERHUFF -0.401             0.120             
HIGHHORTON_2NDQUARTERHUFF -0.447             0.295             
HIGHHORTON_3RDQUARTERHUFF -0.144             0.220             
HIGHHORTON_3RDQUARTERHUFF -0.139             0.220             
HIGHHORTON_3RDQUARTERHUFF -0.138             0.220             
HIGHHORTON_3RDQUARTERHUFF -0.138             0.220             
HIGHHORTON_3RDQUARTERHUFF -0.106             0.229             
HIGHHORTON_3RDQUARTERHUFF -0.074             0.230             
HIGHHORTON_3RDQUARTERHUFF 0.030              0.222             
HIGHHORTON_3RDQUARTERHUFF 0.083              0.206             
HIGHHORTON_3RDQUARTERHUFF 0.125              0.165             
HIGHHORTON_3RDQUARTERHUFF 0.130              0.114             
HIGHHORTON_3RDQUARTERHUFF 0.120              0.023             
HIGHHORTON_3RDQUARTERHUFF 0.102              -0.021            
HIGHHORTON_3RDQUARTERHUFF 0.060              -0.055            
HIGHHORTON_3RDQUARTERHUFF -0.025             -0.072            
HIGHHORTON_3RDQUARTERHUFF -0.113             -0.097            
HIGHHORTON_3RDQUARTERHUFF -0.178             -0.099            
HIGHHORTON_3RDQUARTERHUFF -0.224             0.076             
HIGHHORTON_3RDQUARTERHUFF -0.187             0.204             
HIGHHORTON_3RDQUARTERHUFF -0.187             0.204             
HIGHHORTON_3RDQUARTERHUFF -0.144             0.220             
HIGHHORTON_4THQUARTERHUFF 0.248              0.158             
HIGHHORTON_4THQUARTERHUFF 0.249              0.158             
HIGHHORTON_4THQUARTERHUFF 0.249              0.158             
HIGHHORTON_4THQUARTERHUFF 0.281              0.167             
HIGHHORTON_4THQUARTERHUFF 0.313              0.168             
HIGHHORTON_4THQUARTERHUFF 0.417              0.160             
HIGHHORTON_4THQUARTERHUFF 0.470              0.144             
HIGHHORTON_4THQUARTERHUFF 0.512              0.103             
HIGHHORTON_4THQUARTERHUFF 0.517              0.052             
HIGHHORTON_4THQUARTERHUFF 0.507              -0.039            
HIGHHORTON_4THQUARTERHUFF 0.489              -0.083            
HIGHHORTON_4THQUARTERHUFF 0.447              -0.117            
HIGHHORTON_4THQUARTERHUFF 0.362              -0.134            
HIGHHORTON_4THQUARTERHUFF 0.274              -0.159            
HIGHHORTON_4THQUARTERHUFF 0.209              -0.161            
HIGHHORTON_4THQUARTERHUFF 0.163              0.014             
HIGHHORTON_4THQUARTERHUFF 0.200              0.142             
HIGHHORTON_4THQUARTERHUFF 0.200              0.142             

[SYMBOLS]
;;Gage           X-Coord            Y-Coord           
;;-------------- ------------------ ------------------
HUFF_1ST_QUARTER -0.002             0.672             
HUFF_2ND_QUARTER 0.494              0.739             
HUFF_3RD_QUARTER 0.815              0.521             
HUFF_4TH_QUARTER 0.808              0.288             

Tuesday, October 21, 2014

Innovyze Releases InfoSWMM Generation V13, Spearheading New Era in GIS-Centric Smart Wastewater Modeling

Innovyze Press Release
 Insider BlogLinkedInTwitterYouTubeYouTube
Innovyze Releases InfoSWMM Generation V13, Spearheading New Era in GIS-Centric Smart Wastewater Modeling
Latest Release Gives Communities Groundbreaking Network Simulation Power and Full Compatibility with SWMM 5.1
Broomfield, Colorado, USA, October 21, 2014 — In its ongoing quest to equip the wastewater industry with the world’s most comprehensive and innovative smart network modeling and management solutions, Innovyze, a leading global innovator of business analytics software and technologies for smart wet infrastructure, today announced the worldwide availability of the V13 Generation of its industry-leading InfoSWMM for ArcGIS (Esri, Redlands, CA). InfoSWMM V13 provides unique new capabilities and enhancements that comprise the most advanced approach to guiding and optimizing collection systems planning, designs, operations and management.
The only urban drainage modeling solution certified by the National Association of GIS-centric Software, the full-featured InfoSWMM analysis and design program delivers the highest rate of return in the industry. All operations of a typical sewer system — from analysis and design to management functions such as water quality assessment, pollution prediction, sediment transport and deposition, urban flooding, real-time control, and record keeping — are addressed in a single, fully integrated geoengineering environment. The program’s powerful hydraulic and water quality computational engine is based on the latest SWMM 5.1 version, which is endorsed by the USEPA and certified by FEMA. These features and more deliver an enhanced modeling experience and greater realism of displayed results — advantages that translate to increased productivity, reduced costs, higher accuracy, better efficiency, and improved designs.
InfoSWMM also serves as a robust base platform for advanced modeling, operational, capital planning, and analytics-driven asset management extensions. Some of these critical applications include InfoSWMM 2D (two-dimensional surface flood modeling), CapPlan (risk-based capital planning and asset performance modeling), InfoMaster (GIS-centric asset management), and RDII Analyst (rainfall-dependent inflow and infiltration planning and analysis).
The release of InfoSWMM V13 extends previous generations’ capabilities with over 50 new features, improvements, and groundbreaking innovations in geoengineering productivity and efficiency. These advances greatly simplify, accelerate, and integrate urban drainage network engineering, helping wastewater engineers develop better designs and operational improvements faster. Among the new features are new LID modules specifically for Green Roofs and Rain Gardens, addition of a modified Horton method for infiltration, the ability to use a second user-supplied equation for groundwater outflow as well as a conduit’s OPEN/CLOSED status in both control rules premise conditions and action clauses, addition of both evaporation and seepage from conduits, ability to save a hot start file that contains the full state of the system, the addition of  conduit flow volume as a time series output variable, and summary tables enhancements.
“Our priorities have always been to advance the frontiers of smart network modeling technology and support our customers’ successes by helping them be more productive, innovative and competitive —imperatives in today’s economy,” said Paul F. Boulos, Ph.D., BCEEM, NAE, Hon.D.WRE, Dist.D.NE, F.ASCE, President, COO and Chief Technical Officer of Innovyze. “This major InfoSWMM release delivers on our promise to equip our customers with the ultimate ArcGIS-centric decision support tool for sewer collection and urban drainage systems. Like its predecessors, InfoSWMM V13 sets a new standard for quality and high-performance network modeling and management with unrivaled power and speed, cutting-edge capabilities, rich functionality and ease of use. From top to bottom, it is designed for record modeling performance that enables users to increase their productivity and quality while achieving their engineering, sustainability and business goals.”
Pricing and Availability 
Upgrade to InfoSWMM V13 (and H2OMAP SWMM V13) is now available worldwide by subscription. Subscription members can immediately download the new version free of charge directly from www.innovyze.com. The Innovyze Subscription Program is a friendly customer support and software maintenance program that ensures the longevity and usefulness of Innovyze products. It gives subscribers instant access to new functionality as it is developed, along with automatic software updates and upgrades. For the latest information on the Innovyze Subscription Program, visit www.innovyze.com or contact your local Innovyze Channel Partner.

Saturday, October 11, 2014

EPA SWMM Build 5.1.007 (9/15/2014) with New Feature Images

SWMM 5.1 Update History
=======================

Engine Updates, more information and code shown on the EPA Website:

1.   A new feature that provides monthly adjustments for
     temperature, evaporation rate, and rainfall was added.


2.   Support for reading the new GHCN-Daily climate data
     files available from NCDC's Climate Data Online service
     was added.

3.   In addition to lateral groundwater flow, a custom
     equation can now also be used for seepage flow to
     a deeper groundwater aquifer.


4.   The [GW_FLOW] section of the project file was renamed
     to [GWF] and its format was changed to accommodate
     both lateral and deep groundwater flow equations.

5.   A new Weir parameter was added that specifies if the
     weir can surcharge using an orifice equation or not.
     Surcharging was the only option in SWMM 5.0 but was
     switched to no surcharging in earlier 5.1 releases.
     This new parameter accommodates both closed top weirs
     that can surcharge and open channel weirs that cannot.


6.   The formula used to recover infiltration capacity during
     dry periods for the Modified Horton method was revised.

7.   The initial cumulative infiltration into the upper soil
     zone for Green-Ampt infiltration had been incorrectly
     set to the maximum value instead of zero.

8.   All of the Green-Ampt infiltration functions were
     re-factored to make the code easier to follow.

9.   The calculation of infiltration out of the bottom of a
     Bio-Retention Cell or Permeable Pavement LID unit with a
     zero-depth storage layer was corrected.

10.  Most of the LID simulation routines were modified to
     provide more accurate results under flooded conditions.

11.  Results written to the detailed LID results report now
     always correspond to a full reporting time step.

12.  The name of the variable used to represent the height of
     the receiving channel bottom in a user-defined groundwater
     flow equation was corrected to match the name displayed
     in the GUI's Groundwater Editor dialog (Hcb).

13.  A problem with the program crashing when a climate file
     was used to provide evaporation rates for open channels
     and storage nodes when runoff was not computed (as when
     there were no subcatchments in the project) was fixed.

14.  Flow and pollutant routing mass balance accounting was
     modified to correctly handle negative external inflows.

15.  The procedure for computing the area available for seepage
     out of a storage node that has a tabular storage curve was
     corrected.

16.  Seepage from storage units can now be modeled using Green-
     Ampt infiltration, which makes the seepage rate a function
     of storage level. The constant seepage rate option can
     still be used by setting the G-A initial moisture deficit
     to 0.


17.  The function that finds depth as a function of volume from
     a storage curve was corrected for the case where the depth
     falls within a portion of the curve where area is constant
     with depth (i.e., vertical side walls).

GUI Updates:

1.   The Object Toolbar was restored.


2.   A new page was added to the Climatology Editor to edit
     values for monthly adjustments for temperature, evaporation,
     and rainfall.

3.   A field for the new weir surcharge option was added to the
     Weir Property editor.

4.   A problem with the current project being closed without
     asking if it should be saved first whenever a new style
     theme was selected from the Program Preferences dialog
     has been fixed.

5.   The default seepage rate from an LID storage layer was changed.

6.   The Infiltration Editor was restored for editing Green-Ampt
     parameters for storage unit seepage loss.

7.   The Groundwater Flow Equation Editor was extended to accept

     equations for deep groundwater flow.

History of EPA SWMM versions (from Wikipedia)


Thursday, March 27, 2014

SWMM 5.1 Update History Or Key Changes

SWMM 5.1 Update History
http://www.epa.gov/nrmrl/wswrd/wq/models/swmm/#Downloads

Build 5.1.002
-----------------------
Engine Updates:

1.  A bug that prevented hotstart files with the latest format
    from being read was fixed.

2.  Only non-ponded surface area is saved for use in the dynamic
    wave surcharge algorithm (when water depth is close to the
    node's crown elevation). 

GUI Updates:

1.  Creation of auxilary forms on startup was moved from the
    main form's OnActivate event to its OnCreate event, while
    creation of the map form was moved tothe OnShow event.

2.  The routines for saving and reading the main form's position
    and size in the swmm5 .ini file were modified.

3.  A memory leak related to copying cells from the grid editor
    used in various dialogs was fixed.
-----------------------
Build 5.1.001
-----------------------
Engine Updates

New Features:
=============
1.  SWMM can now read the new file format for precipitation
    data retrieved online from NOAA-NCDC.

2.  A new choice of infiltration method, the Modified Horton
    method, has been added. This method uses the cumulative
    infiltration in excess of the minimum rate as its state
    variable (instead of time along the Horton curve),
    providing a more accurate infiltration estimate when
    low rainfall intensities occur.

3.  RDII interface files created internally by SWMM are now
    saved in a binary format to reduce storage space. The ASCII
    text format for these files is still supported for users
    that find it desireable to create the files outside of SWMM.

4.  Two new categories of LID controls, one for Green Roofs and
    another for Rain Gardens, have been added so they no longer
    have to be configured from the Bio-Retention Cell control
    (although that option still remains). The Green Roof uses
    a new Drainage Mat layer to store and convey the water that
    percolates through the soil layer.

5.  Users can now add their own groundwater outflow equation to
    a subcatchment, to be used in place of or in addition to the
    standard equation. Similar to treatment functions, the equation
    can be any mathematical expression that uses the same ground-
    water variables that appear in the standard equation.

6.  Evaporation of water from open channels has been added.

7.  A new conduit property named Seepage Rate (in/hr or mm/hr)
    has been added to model uniform seepage along the bottom
    and sloped sides of a conduit.

8.  Infiltration from storage units is now referred to as
    seepage, to be consistent with seepage from conduits. The
    only required parameter is a seepage rate (in/hr or mm/hr).
    Previous data files that supply a set of Green-Ampt
    infiltration parameters will still be recognized.

9.  Separate accounting and reporting of evaporation and
    seepage losses in storage units is now made.

10. Open rectangular channels now have a new parameter that
    specifies if one or both side wall surfaces should be
    ignored when computing a hydraulic radius (to provide
    improved support for quasi-2D modeling of wide channels
    and overland flooding).

11. New Dynamic Wave Analysis options have been added for
    the maximum number of iterations and head tolerance used
    at each time step. The percentage of time steps where
    convergence is not achieved is also now reported.

12. Users can now set the flow tolerances that determine if
    flow routing calculations can be skipped because steady
    state conditions hold.

13. Control rules can now use a conduit's OPEN/CLOSED status
    in both premise conditions and action clauses.

14. The meaning of the link view variable "Capacity" has been
    changed. For conduits it is now the fraction of the full
    cross section area filled by the flow, while it is the
    control setting for all other types of links (the meaning
    of the control setting varies by link type -- see the Help
    file or the Users Manual).

15. The link Froude number view variable has been replaced with
    the link's flow volume, the subcatchment Losses variable has
    been replaced by two new variables - Evaporation and
    Infiltration, and upper groundwater zone Soil Moisture has
    been added as a new view variable.

16. The Node Inflows Summary table of the Status Report now
    includes a new column that lists the mass balance error
    in volume units for each node.

17. A new summary table, Link Pollutant Load, has been added
    that displays the total mass load of each pollutant that
    flows through each link.

Improvements:
=============
18. Using a Drain Delay time of 0 for Rain Barrel LIDs now means
    that the barrel is allowed to drain continuously, even as it
    is filling during wet weather periods.

19. The requirement that an impervious surface must be dry
    (have no more than 0.05 inches of standing water) before
    it could be subjected to street sweeping has been dropped.

20. After runoff ceases and a land surface goes dry due to
    evaporation, any remaining mass of pollutant originating
    from direct deposition or upstream runon is assumed to be
    unavailabe for future washoff (it shows up as Remaining
    Buildup in the mass balance report).

21. The way that wet weather washoff inflow loads are
    interpolated across a flow routing time step was modified
    to produce a better match between the reported total runoff
    load and total quality routing inflow load.

22. The method used to select a time step for processing RDII
    unit hydrographs was modified to consider the case where
    K (the ratio of rising limb to falling limb duration) is
    below 1.0.

23. When the moisture content of the upper groundwater zone
    reaches saturation, the depth of the lower saturated zone
    is now set equal to the full aquifer depth (minus a small
    tolerance).

24. Conduits with negative slopes whose absolute value is
    below the Minimum Slope option will have their slope
    changed to the positive minimum value, thus allowing
    them to be analyzed using the Steady Flow and Kinematic
    Wave routing options.

25. The Avg. Froude Number and Avg. Flow Change columns in the
    Flow Classification Summary table have been replaced with the
    fraction of time steps that flow is limited to normal flow
    and the fraction of time steps that flow is inlet controlled
    (for culverts).

26. An error condition now occurs if a pump's startup depth
    is less than its shutoff depth.

27. Only the upstream node for orifice and weir links is now
    checked to see if its maximum depth needs to be increased
    to meet the top elevation of the orifice or weir opening.

28. Weirs are no longer allowed to operate as an orifice when
    they surcharge. Instead any excess flow will flood the
    upstream node.

29. A warning message is now written to the Status Report if
    the crest elevation of a regulator link is below its
    downstream node's invert.

30. When a reporting time falls in between a computational time
    step during which a pump's on/off status changes, the reported
    pump flow is the value at either the start or end of the time
    step depending on which is closer to the reporting time (i.e.,
    no interpolation is used).

31. Control rule conditions can now accept elapsed time or
    time of day values as decimal hours in addition to hours:
    minutes:seconds.

32. The test for a control rule condition equaling a specified
    elapsed time or time of day was modified to more accurately
    capture its occurrence.

33. If the Water Quality analysis option is disabled then the
    binary results file no longer contains any pollutant values
    (of 0) for all time periods.

34. Hot Start files now contain the complete state of the watershed
    and conveyance system, so that future simulations can start up
    correctly where they left off.

35. The following changes to error reporting were made:
    - Error 319 was re-numbered to 320 and a new Error 319
      was added for a rainfall data file with unknown format.
    - Format errors in external time series files are now
      listed as Error 363 (invalid data) instead of Error
      173 (time series out of sequence).

36. Warning messages written to the Status Report are now
    single spaced instead of double spaced. See report.c.

37. The Link Summary table in the Status Report now lists conduits
    with negative slopes in their original orientation instead of
    in their reversed state.

Bug Fixes:
==========
38. A refactoring bug from 5.0.022 that prevented snowmelt
    from infiltrating has been fixed.

39. Snowmelt rate during rainfall conditions and the updating
    of the antecedent temperature index were were not being
    converted from the six hour time interval used in Anderson's
    original NWS snowmelt model to the hourly basis used in SWMM.

40. A refactoring bug that failed to set the maximum number of
    characters high enough for a line read from a user-prepared
    rainfall data file has been fixed.

41. The optional Maximum Volume parameter for Horton
    infiltration was not allowing any recovery of infiltration
    capacity between storm events.

42. Evaporation from the lower groundwater zone was being
    computed from the rate remaining after surface and upper
    zone evaporation was considered instead of from the
    unadjusted rate (with a reduction afterwards if it exceeds
    the remaining available rate).

43. An error in applying the Vegetation Volume Fraction parameter
    to swales was corrected.

44. The time from the last rainfall used to determine when a
    Rain Barrel should begin to empty wasn't being computed
    correctly.

45. An erroneous error message for Rain Barrel LIDs with a
    zero Void Ratio has been fixed (the Void Ratio parameter
    should be ignored for Rain Barrels).

46. The display of extraneous infiltration results in detailed
    reports for Rain Barrel LIDs has been eliminated.

47. The check on no street sweeping for a subcatchment during
    wet periods was checking rainfall over the entire study
    area instead of just the subcatchment.

48. An erroneous warning message regarding negative offsets for
    pumps when elevation offsets are used has been eliminated.

49. A possible divide by zero error for trapezoidal channels
    with zero bottom width has been eliminated.

50. A program crash that occurred when the Ignore Routing
    option was selected and results were to be saved to a
    Routing Interface file has been fixed.

51. Projects that had no subcatchments or had the Ignore
    Runoff switch selected were not able to evaporate water
    from storage units.

52. Weekday and weekend hourly time patterns for Dry Weather
    inflows are now correctly applied in a mutually exclusive
    manner.

53. The Node Flooding Summary table in the Status Report now
    correctly lists the peak depth of ponded water above the
    node's maximum depth (i.e., its rim or ground elevation)
    instead of above its invert elevation.

54. Occasional problems caused by the date/time functions not
    returning an hour between 0 and 23 (for hourly time patterns)
    and being off by 1 second (when writing results to outflow
    interface files) have been fixed.

55. A bug introduced in release 5.0.017 that caused the
    concentration after first-order decay in a storage node to
    be ignored has been fixed.

56. A bug in the Total Elapsed Time listed at the end of the
    Status Report for runs taking longer than 24 hours of
    computer time was fixed.

57. A correction was made for the slope correction factor used
    for mitered culvert inlets.

58. The procedure for finding the surface area of a storage unit
    given its volume was corrected for the case where the
    storage curve has a section of decreasing area with depth.

59. The procedure for finding a cross-section area given a
    section factor value was corrected for the case where the
    section factor table does not have its highest value as
    the last entry in the table.

60. An error in computing the hydraulic radius of the Rectangular-
    Triangular conduit shape as a function of flow depth was
    corrected.

GUI Updates

1.  The entire GUI code was ported from Delphi 7 into Delphi XE2.

2.  Different color themes for the user interface can be
    selected from the Program Preferences dialog.

3.  The "Data" Browser panel is now named as the "Project"
    Browser.

4.  The Object Toolbar has been eliminated. Visual objects
    are now added to the map in the same manner as non-visual
    objects -- by selecting their category from the Project
    Browser and then clicking the Browser's "+" button (or
    by selecting Project | Add... on the main menu).

5.  The LID Control and LID Usage editors were re-designed to
    accomodate the new LID control options.

6.  Modifications were made to accept the new engine features
    mentioned above (modified Horton infiltration, seepage rate
    parameter for conduits, side wall option for rectangular
    channels, and the additional Dynamic Wave routing options).

7.  Modifications were made to accept the updated set of output
    view variables.

8.  The summary results tables that used to appear as part of the
    Status Report have been moved into a separate Summary Report
    that makes it easier to view and sort them.

9.  The Time Series Plot selection dialog was modified to allow
    more than one kind of object/variable pair to be plotted.

10. The Graph Options dialog was modified to allow a vertical
    axis to be inverted (as when plotting an inverted rainfall
    hyetograph on the same graph as a runoff hydrograph).

11. The option to compute evaporation using the Hargreaves
    equation wasn't being saved along with the rest of a project.

12. If pollutants are defined for a project but the Water Quality
    analysis option is not selected, then after a new analysis is
    made pollutants will no longer be listed as theme variables in
    the Map Browser nor will they be available for graphs, tables
    or statistical reports.

13. The columns for the [XSECTIONS] section of a saved project
    file now includes a heading label for "Culvert Code".
                                                            

AI Rivers of Wisdom about ICM SWMM

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