Saturday, February 28, 2015
Friday, February 27, 2015
When is Warning 02 Used in the SWMM 5 Engine?
When is Warning 02 Used in the SWMM 5 Engine?
1. If the crown elevation of the highest connecting link is greater than the maximum depth of the node, then
2. The maximum depth of the node is increased to the crown elevation of highest connecting link
3. This is an internal engine change and is reflected in the Output HGL
4. For example, a 4 foot pipe connected to a node with a maximum depth of 2 feet will be increased to 4 feet
5. The output text file will say what the maximum depth is or 4 feet in this case
- The Meaning of Warning 02
New SWMM 5, EPANET 2 and InfoSWMM Sustain Product Pages for Innovyze
SWMM 5 and EPANET 2 are now downloadable from the Innovyze Web Site http://t.co/V7dFnM9L0q pic.twitter.com/Ltj616DN6B
— Robert E Dickinson (@RDickinson) February 27, 2015
New InfoSWMM Sustain Product Page http://t.co/YK2PhjA0We pic.twitter.com/ZdZwRZgXfU
— Robert E Dickinson (@RDickinson) February 25, 2015
Wednesday, February 25, 2015
Huff Rainfall Distribution SWMM 5 Model
Huff Rainfall Distribution SWMM 5 Model
Huff Distribution Model in SWMM 5
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
Sunday, February 22, 2015
How to make Centered Twitter Embeds on Blogger
This is how you get the code for an Embedded Tweet from your Twitter Feed
1. Click on the Four Dots
2. Choose to Embed your Tweet
3. Copy the HTML Code
4. Make a new Blog or use an old blog and paste the HTML Code from Step 3
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| This is how you get the code for an Embedded Tweet |
"
"
Here is an example of how it looks in the HTML Tab
Innovyze and Robert Dickinson on Social Media - A Video Guide for Wordpress, Blogspot, Twitter, LinkedIn and Ning
Innovyze and Robert Dickinson on Social Media - A Video Guide http://t.co/yAFclJfmkW
— Robert E Dickinson (@RDickinson) February 21, 2015
Thursday, February 19, 2015
Playlists for InfoSWMM InfoSewer SWMM5 SWMMLive on Youbube and Emori in Japan
My new custom URL for YouTube https://t.co/qnLGQOYdL4 it includes Playlists for InfoSWMM InfoSewer SWMM5 SWMMLive pic.twitter.com/jH03I1U0EK
— Robert E Dickinson (@RDickinson) February 20, 2015
Emori the @Innovyze Reseller of all Innovyze Software in Japan http://t.co/xn0x14ITjN has talented modeling support pic.twitter.com/oRbvGY2djN
— Robert Dickinson (@InnovyzeRobert) February 18, 2015
Wednesday, February 18, 2015
Tuesday, February 17, 2015
Innovyze Releases SWMMLive Generation V5.5, Powering Real-Time Stormwater, Wastewater and Watershed Modeling
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Press Room | Products | News | Events | The Company
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Innovyze Releases SWMMLive Generation V5.5, Powering Real-Time Stormwater, Wastewater and Watershed Modeling
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Latest Release Features Comprehensive Exporting and Reporting Tools and Significant Usability Enhancements
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Broomfield, Colorado, USA, February 17, 2015 — Innovyze, a leading global innovator of business analytics software and technologies for smart wet infrastructure, today announced the worldwide release of the V5.5 Generation of its SWMMLive for real-time operational forecasting, modeling and management of urban drainage systems. The latest release features significant customer-requested functionality that gives wastewater utilities an unsurpassed tool for identifying flood-vulnerable assets and formulating sound and cost-effective remediation/mitigation strategies.
SWMMLive combines the comprehensive urban drainage modeling capabilities of industry-leading InfoSWMM(and H2OMAP SWMM), with sophisticated real-time operational forecasting, early warning, and emergency management. This powerful risk assessment and real-time decision making tool allows utilities of all sizes to operate and manage their collection systems more efficiently and effectively than ever before. It enables managers and operators to consider the influence of a full range of catchment factors in three key areas: management of flooding and reduction of unregulated discharges; optimization of storage, green alternatives and existing infrastructure, leading to savings on capital works; and optimization of pumps to lower energy costs and reduce CO2 emissions.
SWMMLive can directly import any InfoSWMM or H2OMAP SWMM project, and is designed to work automatically. Once a system is configured, real-time data is continually and automatically harvested and quality checked. This data can be defined by a number of parameters, including observed and forecasted radar rainfall, online water quality measurements, and ancillary structure and pump operation time series. Simulations are run automatically at a user-defined frequency using the full hydrodynamic and advanced technological capabilities of InfoSWMM(and H2OMAP SWMM), including water quality assessment, pollution prediction, urban flooding, green LID and BMP alternatives, and real-time control. Simulation frequency can change in response to user-defined conditions. For example, increased rainfall intensity can trigger a reduction of the interval between simulations.
Warnings or alerts triggered during the forecast period are instantly displayed via the rich SWMMLive user interface, allowing system operators to see at a glance which areas need attention and what actionable options might be taken. Comparison alerts can be used to highlight differences between observed and modeled results, enabling users to refine their models — and creating unprecedented confidence in simulation results.
SWMMLive also allows operators to perform simulations that explore alternative real time control scenarios — such as the impact of switching on a pump earlier than planned — and quickly seeing the effect of these changes on the system. The wide range of capabilities in SWMMLive make it a key tool in the decision making process, enabling operators to take action to avoid system issues, release timely alerts, and quickly deploy response teams if necessary.
V5.5 introduces the ability to automatically export graphs and maps to image files, making it possible to to create Post Event Reports displaying results from automatic simulations within a specified time range for a selection of locations. Post Event Reports allow operators to assess the accuracy of forecasts against the latest observed data, ensuring complete confidence in the simulation run results.
The new version also introduces a range of usability enhancements that make creating and monitoring real-time forecasts easier than ever. They include a new Alert Count window showing the number of instances of each alert, a new Custom Graph window providing effortless graphing for predetermined network objects, user security roles revisions, a self-maintaining Innovyze Live Server run log and additional keyboard shortcuts and grid tooltips within the SWMMLive Configuration Manager. SWMMLive V5.5 even allows simulation runs to be triggered by third party, external tools.
For a complete listing of new features and capabilities in SWMMLive V5.5, visit the “What’s New” section in the online help.
“Since its initial release, SWMMLive has become a leading operational forecasting and real-time modeling solution for users of InfoSWMM, H2OMAP SWMM and the EPA SWMM 5.1 simulation engine,” said Paul F. Boulos, Ph.D., BCEEM, NAE, Hon.D.WRE, Dist.D.NE, F.ASCE, President, COO and Chief Operating Officer of Innovyze. “The advances in this latest release confirm the product’s standing as the ultimate decision support system for operating and sustaining safe, reliable and efficient infrastructures and enabling wastewater utilities worldwide to harness the power of real-time data.”
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Monday, February 16, 2015
How to set an internal boundary condition in SWMM 5, InfoSWMM and H2OMap SWMM
How to set an internal boundary condition in SWMM 5, InfoSWMM and H2OMap SWMM
Internal Boundary Node in SWMM 5 at a fixed depth.
- Make the internal boundary node a storage node
- Set the Storage node initial depth
- Give it a large storage area
- Set the offset depth of the link below the storage node to the Storage Node initial depth
- The Node depth will be at the initial depth at the start of the simulation
Internal Boundary Node in SWMM 5 at a fixed depth.Sunday, February 15, 2015
Tweets about the EPA SWMM-CAT Climate Change Add-On to EPA SWMM5
Links to @Innovyze and SWMM Professional Network Groups as TinyURL's SWMM5: http://t.co/WT1Ws2lyKX Innovyze http://t.co/5AwI7b60JL
— Robert Dickinson (@InnovyzeRobert) February 15, 2015
How to make the terrible URL's from @LinkedIn better using TinyURL http://t.co/HVNoRlMwym pic.twitter.com/6cqK0sjZuL
— Robert E Dickinson (@RDickinson) February 15, 2015
3/ Storm Water Management Model Climate Change Addon Webinar SWMM-CAT, join the EPA webinar on 2/25/15 at 12:00 PM ET!
— Robert E Dickinson (@RDickinson) February 15, 2015
2/ Storm Water Management Model Climate Change Addon Webinar http://t.co/cDi2xtNdF2 pic.twitter.com/D4jHvp2CQN
— Robert E Dickinson (@RDickinson) February 15, 2015
1/ Storm Water Management Model Climate Change Addon Webinar http://t.co/cDi2xtNdF2 pic.twitter.com/lcopEcNnIx
— Robert E Dickinson (@RDickinson) February 15, 2015
Storm Water Management Model Gets Climate Update: By Marguerite Huber EPA researchers are developing strategie... http://t.co/jPNaijxrns
— The EPA Blog (@EPAblog) February 13, 2015
Saturday, February 14, 2015
How to Use Trace Upstream, Domain Manager and Facility Manager in InfoSewer to Find the CE
InfoSewer does not have table of node continuity errors only an overall continuity error balance. If you have a continuity error then you can use the process of divide and conquer to find the location of the continuity error. Start at the Outlets and using the Trace Upstream command, Domain Manager and Facility Manager take out whole sections of the network until you isolate the section of the network with the continuity error (Figure 1 and Figure 2).
- Figure 1. The Mass Balance Calculation in InfoSewer/H2OMap Sewer.
- Figure 2. Control the Continuity Error with the Run Control Options in Run Manager.
Here are the steps you can take:
Step 1. Use Trace Upstream Network to find the and place in a Domain the Upstream Network (Figure 3).
Step 2. Once the upstream domain is created use the Domain Manager to add in any extra links without nodes (Figure 4)
Step 3. Make the Domain Inactive using Facility Manger (Figure 5)
Step 4. Run the network and check the overall continuity error (Figure 6)
Step 5. Continue and repeat until you isolate the area that is the main source of the Continuity Error (CE).
- Figure 3. Trace Upstream Network and Place it in a Domain
- Figure 4. Use Domain Manager to take out links without nodes
- Figure 5. Use Facility Manager to Make the Domain Inactive
- Figure 6. Find and Isolate the Area with the CE.
Tuesday, February 10, 2015
Vertical Roughness Differentiation in InfoSWMM for a Link
The Vertical Roughness Threshold allows the user of InfoSWMM or H2OMap SWMM to have a simple differentiation of roughness in a link. The Threshold depth which is entered as a fraction of the total link depth allows the simulation of lower or higher roughness at the bottom of the link compared to the top of the link. The lower or higher roughness is entered as the Vertical Roughness value in the InfoSWMM Attribute Table of DB Table for the link hydraulic data.
1. The Vertical Roughness Threshold is a fraction and the Threshold depth calculated from this fraction will be the Vertical Roughness Threshold Fraction * Maximum depth. If the Maximum depth is 3 meters and the Vertical Roughness Threshold is 0.5 then the dividing depth is 1.5 meter (Figure 1 and Figure 2).
2. If the depth in the link is higher than the Threshold depth it will use the link manning roughness n value. If the depth is in the link during the simulation is less than the Threshold depth it will use the Vertical Roughness n value (Figure 2).
3. For example in Figure 3, I am showing the Base Scenario (Blue line), a Scenario with a larger Vertical Roughness n value (Green Line) and a Scenario with a smaller Vertical Roughness n value (Red Line). The larger the Vertical Roughness n value the larger the simulated depth in the link for the same flow input.
- Figure 1. The Vertical Roughness Threshold and Vertical Roughness Manning’s n value in the Attribute Browser of InfoSWMM and H2OMap SWMM.
![image_thumb[1]](http://swmm5.files.wordpress.com/2015/02/image_thumb11.png "image_thumb[1]")
- Figure 2. The Meaning of the Dividing Depth or the Vertical Roughness Threshold Fraction * Maximum depth.
![clip_image002_thumb[1]](http://swmm5.files.wordpress.com/2015/02/clip_image002_thumb11.jpg "clip_image002_thumb[1]")
- Figure 3. A Three Scenario Comparison of the Effect of Vertical Roughness. The Vertical Roughness can be either rougher or less rougher than the default link Manning’s n.
![clip_image004_thumb[4]](http://swmm5.files.wordpress.com/2015/02/clip_image004_thumb4.jpg "clip_image004_thumb[4]")
Monday, February 9, 2015
Water is good; it benefits all things and does not compete with them.(Lao-tzu)
I saw this website on LinkedIn and was interested in the use of Chinese and Japanese characters for water. http://www.flood-risk-bolivia.eu.pn/index.html
“The present research is supported by the Japan Society for the Promotion of Sciences (JSPS). The project began its research activities on November 2014. The logo selected is quite simple but meaningful. It consists on the map of Bolivia and inside the map it is the kanji for the word Shuǐ (Chinese) or Mizu (Japanese) that means water. The kanji looks like a drop water. It was decided to use the symbol of water, as everything relates somehow to water. Water is the most vital element for life, but it can also become the most destructive force.”
"Water is good; it benefits all things and does not compete with them." (Lao-tzu)
"Water is good; it benefits all things and does not compete with them." (Lao-tzu)
Sunday, February 8, 2015
Robert Dickinson Product Sector Leader (PSL) for Innovyze Inc.
Robert Dickinson or a Post about what I do and more importantly a guide to my many links.
Product Sector Leader (PSL) for Innovyze Inc..
Telephone: 813-712-0664
Innovyze Links or Email Addresses that May Help You
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My PSL Software and My Help for Other Software Or How I Can Help You
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My Email: robert.dickinson@innovyze.com
Innovyze Support Email: support@innovyze.com
The Innovyze Blog: http://blog.innovyze.com/
How to Find Product Updates: http://www.innovyze.com/products/
The Innovyze Forum: http://forums.innovyze.com/forum.php
Innovyze on LinkedIn: https://www.linkedin.com/groups?gid=1424097
Innovyze on Twitter: https://twitter.com/Innovyze
Innovyze on Facebook: https://www.facebook.com/Innovyze
Best New Blog: http://blog.innovyze.com/2014/11/30/advanced-calibration-graphs-and-advanced-reference-graphical-comparisons-in-infoswmm-13/
Innovyze YouTube Videos: https://www.youtube.com/user/Innovyze/videos
Follow Us on various Social Media Channels
    
The Link to Future Innovyze Webcasts
Are you interested in connecting with fellow Innovyze users? Register for the Innovyze Users Forum, a customer-focused learning and sharing environment, and join in the discussion!
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PSL: InfoSWMM , InfoSewer, H2OMAP SWMM, H2OMAP SEWER and InfoSWMM Suite, InfoSWMM 2D
Other : ICM, ICM SE, IWCS, SWMMLive, SWMM5, InfoSWMM SFEM, InfoSWMM SUSTAIN, Any Other Innovyze Product (less)
My Blog: http://www.swmm5.net/
My Other Blog: http://swmm5.org/
My Blog Finder: http://swmm5code.ning.com/
My Twitter: https://twitter.com/RDickinson
My Forum: http://swmm2000.com/
My YouTube: https://www.youtube.com/user/SWMM5/videos
Latest InfoSWMM Press Release: Innovyze Unveils InfoSWMM Sustain for Comprehensive Urban Stormwater Treatment and Analysis
Little Known Fact about InfoSWMM: InfoSWMM 2D uses the ICM 2D hydraulic engine
A short history of my life with SWMM: http://www.swmm5.net/2012/05/my-history-with-various-versions-of.html
The Current InfoSWMM Version is InfoSWMM v13 SP1 which is based on EPA SWMM 5.1.007 You can read about SWMM5 on Wikipedia and InfoSWMM vs SWMM 5 on this blog post. An advantage of updating to the newer version of Info/Map/SWMM/Sewer is a newly designed help file with many more FAQ’s and the User Guide as part of the help file.
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