Innovyze Releases RDII Analyst Generation V14.5

Innovyze Releases RDII Analyst Generation V14.5,
Setting New Standard for Managing and Operating Sewer Systems

New Version Fully Supports Sewer Condition and Rehabilitation Priorities and Sewer Capacity Assessment

Broomfield, Colorado, USA, June 6, 2017 – Innovyze, a leading global innovator of business analytics software and technologies for smart wet infrastructure, today announced the release of RDII Analyst (Rainfall-Derived Inflow and Infiltration) Generation V14.5 for InfoSWMM and InfoSWMM SA. The new version delivers both new and expanded functionalities for the quantification of RDII and help capacity analysis and the condition assessment of sewer systems. The release confirms Innovyze’s commitment to giving the world the most complete toolset for managing, operating and sustaining high-performing sewer systems.
 

Excessive wet weather flow from rainfall-derived manhole and pipe defect inflow and infiltration is a major source of sanitary and combined sewer overflows. Controlling these overflows is vital in reducing risks to public health and protecting the environment from water pollution. Computer modeling plays an important role in determining optimal remedial solutions that reduce RDII; improve system integrity, reliability and performance; and avoid overflows.

The processes for converting rainfall to RDII flow in sanitary sewer systems are very complicated. In addition to rainfall and antecedent moisture conditions, factors in controlling RDII responses include depth to groundwater, depth to bedrock, land slope, number and size of sewer system defects, type of storm drainage system, soil characteristics, and type of sewer backfill. Given this degree of complexity, flow-monitoring data must be combined with mathematical modeling and analytics to provide accurate results. The wastewater flow monitoring data obtained by sewer collection systems consists of dry-weather flow components, ground water flow and eighteen (18) RDII flow components. A crucial step in successfully modeling sewer collection systems is the ability to decompose flow-monitoring data into RDII flow, ground water flow and dry weather flow and its flow patterns (both weekday and weekend).

RDII Analyst is significantly superior to the EPA Sanitary Sewer Overflow Analysis and Planning (SSOAP) program. Powered by advanced GA optimization and comprehensive data analytics and scenario management, it is able to quickly and reliably perform these types of advanced flow decomposition data monitoring. V14.5 has been expanded with a simple and interactive visual curve fitting to facilitate determination of the unit hydrograph parameters. R, T, K and associated monthly storage parameters can now be determined by graphically comparing the total RDII hydrographs generated by users’ defined R, T, K parameters with the RDII hydrographs from the monitored data. Numerical comparison of total RDII volume with the sum of volume under each of the unit hydrographs confirms the success of curve fitting. V14.5 has also been expanded to allow:

• Assessment of the given unit hydrograph data on selective month or annual average
• Coverage of the full range of standard unit hydrograph property data during the analysis process
• Comparison graphing of any RDII variables
• Comparison graphing of multiple analysis results to enable users to analyze runs from various sewershed areas

V14.5 also features an enhanced version of the latest USEPA SWMM5 engine with greatly improved performance and capabilities. It enables users to analyze and rank solutions using various statistical methods and provides the ten best (optimal) solution sets for result ranking and selection. It also allows users to conduct multiple runs within an analysis for parameter and criteria evaluation as well as multiple analyses for different sewershed areas and rainfalls within an RDII-Analyst project for scenario comparison. Users now have the ability to filter out a period of flow and rainfall data for the RDII analysis, dynamically eliminate any storms/events prior to analysis, and save and load analysis results. These comprehensive capabilities offer an effective means for designing a focused sewer condition assessment program and maximizing the success of field investigation efforts. They also provide an effective means for assessing the post-rehabilitation performance of the sewer system using the pre- and post-sewer capacity analysis. 

“Innovyze continues to listen to our customers, invest very heavily in R&D, and deliver the advanced tools they need to effectively support their wastewater and urban drainage modeling and management challenges,” said Paul F. Boulos, Ph.D., BCEEM, Hon.D.WRE, Dist.D.NE, Dist.M.ASCE, NAE, Chief Executive Officer of Innovyze. “We are very excited that our vast worldwide customer base will now be able to use the powerful new features in RDII Analyst to enhance their modeling experiences, wrap better projects faster, and strengthen our communities’ sewer systems.” 

Pricing and Availability
Upgrade to RDII Analyst is now available worldwide by subscription to the Executive program. 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.

About Innovyze
Innovyze is a leading global provider of wet infrastructure business analytics software solutions designed to meet the technological needs of water/wastewater utilities, government agencies, and engineering organizations worldwide. Its clients include the majority of the largest UK, Australasian, East Asian and North American cities, foremost utilities on all five continents, and ENR top-rated design firms. Backed by unparalleled expertise and offices in North America, Europe, and Asia Pacific, the Innovyze connected portfolio of best-in-class product lines empowers thousands of engineers to competitively plan, manage, design, protect, operate, and sustain highly efficient and reliable infrastructure systems, and provides an enduring platform for customer success. For more information, call Innovyze at +1 626-568-6868, or visit www.innovyze.com.
 

Innovyze Contact:
Rajan Ray
Director of Marketing and Client Service Manager
Rajan.Ray@innovyze.com
+1 626-568-6868

Extran Hydraulics Master from #Extran3 and #SWMM4 converted to #SWMM5

This is part of the #Inside_#SWMM5 series of blogs and is intended as a visual aid and code developer for the Storm Water Management Model Reference Manuals on https://www.epa.gov/water-research/storm-water-management-model-swmm  I always think images (and some words) are best at explaining the internal working of code.  I do encourage you to read the wonderfully written Storm Water Management Model Reference Manuals.

The following is a combined #Extran3 and #SWMM4 reference manual models in #SWMM5 format.  Examples 1 through 6 were combined together in one #SWMM5 model.

[TITLE]
;;Project Title/Notes
extran_master_swmm34_example_SW5.INP
Extran Hydraulics Master from Extran 3 and SWMM4 converted to SWMMN5

[OPTIONS]
;;Option Value
FLOW_UNITS CFS
INFILTRATION GREEN_AMPT
FLOW_ROUTING DYNWAVE
LINK_OFFSETS ELEVATION
MIN_SLOPE 0
ALLOW_PONDING YES
SKIP_STEADY_STATE NO

START_DATE 01/01/1988
START_TIME 00:00:00
REPORT_START_DATE 01/01/1988
REPORT_START_TIME 00:00:00
END_DATE 01/01/1988
END_TIME 06:00:00
SWEEP_START 01/01
SWEEP_END 12/31
DRY_DAYS 0.0
REPORT_STEP 00:00:10
WET_STEP 00:15:00
DRY_STEP 01:00:00
ROUTING_STEP 0:00:10

INERTIAL_DAMPING NONE
NORMAL_FLOW_LIMITED BOTH
FORCE_MAIN_EQUATION H-W
VARIABLE_STEP 0.00
LENGTHENING_STEP 5
MIN_SURFAREA 12.566
MAX_TRIALS 8
HEAD_TOLERANCE 0.001
SYS_FLOW_TOL 5
LAT_FLOW_TOL 5
MINIMUM_STEP 0
THREADS 1

[EVAPORATION]
;;Data Source Parameters
;;————– —————-
CONSTANT 0.6
DRY_ONLY NO

[JUNCTIONS]
;;Name Elevation MaxDepth InitDepth SurDepth Aponded
;;————– ———- ———- ———- ———- ———-
10309 101.60 9.40 .00 0 0
10309a 101.60 9.40 .00 0 0
10309b 101.60 9.40 .00 0 0
10309c 101.60 9.40 .00 0 0
10309d 101.60 9.40 .00 0 0
10309e 101.60 9.40 .00 0 0
15009 111.50 13.50 .00 0 0
15009a 111.50 13.50 .00 0 0
15009b 111.50 13.50 .00 0 0
15009c 111.50 13.50 .00 0 0
15009d 111.50 13.50 .00 0 0
15009e 121 13.50 .00 0 0
16009 102.00 18.00 .00 0 0
16009a 102.00 18.00 .00 0 0
16009b 102.00 18.00 .00 0 0
16009c 102.00 18.00 .00 0 0
16009d 102.00 18.00 .00 0 0
16009e 102.00 18.00 .00 0 0
16109 102.80 22.20 .00 0 0
16109a 102.80 22.20 .00 0 0
16109b 102.80 22.20 .00 0 0
16109c 102.80 22.20 .00 0 0
16109d 102.80 22.20 .00 0 0
16109e 102.80 22.20 .00 0 0
80408 120 13.40 .00 0 10
80408b 124.60 13.40 .00 0 0
80408c 124.60 13.40 .00 0 0
80408d 124.60 13.40 .00 0 0
80408e 124.60 13.40 .00 0 0
80608 118.30 16.70 .00 0 0
80608a 118.30 16.70 .00 0 0
80608b 118.30 16.70 .00 0 0
80608c 118.30 16.70 .00 0 0
80608d 118.30 16.70 .00 0 0
80608e 118.30 16.70 .00 0 0
81009 128.20 8.80 .00 0 0
81009a 128.20 8.80 .00 0 0
81009b 128.20 8.80 .00 0 0
81009c 128.20 8.80 .00 0 0
81009d 128.20 8.80 .00 0 0
81009e 128.20 8.80 .00 0 0
81309 117.50 12.50 .00 0 0
81309a 117.50 12.50 .00 0 0
81309b 117.50 12.50 .00 0 0
81309c 117.50 12.50 .00 0 0
81309d 117.50 12.50 .00 0 0
81309e 117.50 12.50 .00 0 0
82308d 112.30 42.70 .00 0 0
82309 112.30 42.70 .00 0 0
82309a 112.30 42.70 .00 0 0
82309b 112.30 42.70 .00 0 0
Up 112.30 42.70 .00 0 0
82309e 112.30 21 .00 0 0
80408a 124.60 6 .00 0 0

[OUTFALLS]
;;Name Elevation Type Stage Data Gated Route To
;;————– ———- ———- —————- ——– —————-
;*
10208 89.9 FREE NO
10208b 89.9 FREE NO
10208c 89.9 FREE NO
10208d 89.9 FREE NO
10208e 89.9 FREE NO
10208a 89.9 FIXED 91.0 NO

[STORAGE]
;;Name Elev. MaxDepth InitDepth Shape Curve Name/Params N/A Fevap Psi Ksat IMD
;;————– ——– ———- ———– ———- —————————- ——– ——– ——– ——–
;* STORAGE JUNCTION AT JUNCTION 82309d for the 5th network
82309d 112.3 42.7 0.0 FUNCTIONAL 800.0 0 0 0.0 0

[CONDUITS]
;;Name From Node To Node Length Roughness InOffset OutOffset InitFlow MaxFlow
;;————– —————- —————- ———- ———- ———- ———- ———- ———-
1030e 10309e 10208e 4500.0 0.016 * * 0.0 0
1030 10309 10208 4500.0 .20 * * 0.0 0
1030a 10309a 10208a 4500.0 0.016 * * 0.0 0
1030b 10309b 10208b 4500.0 0.016 * * 0.0 0
1030c 10309c 10208c 4500.0 0.016 * * 0.0 0
1030d 10309d 10208d 4500.0 0.016 * * 0.0 0
1570 15009 16009 5000.0 0.0154 * * 0.0 0
1570a 15009a 16009a 5000.0 0.0154 * * 0.0 0
1570b 15009b 16009b 5000.0 0.0154 * * 0.0 0
1570c 15009c 16009c 100 0.0154 * * 0.0 0
1570d 15009d 16009d 5000.0 0.0154 * * 0.0 0
1570e 15009e 16009e 5000.0 0.0154 * * 0.0 0
1600 16009 16109 500.0 0.015 * * 0.0 0
1600a 16009a 16109a 500.0 0.015 * * 0.0 0
1600b 16009b 16109b 500.0 0.015 * * 0.0 0
1600c 16009c 16109c 500.0 0.015 * * 0.0 0
1600d 16009d 16109d 500.0 0.015 * * 0.0 0
1600e 16009e 16109e 500.0 0.015 * * 0.0 0
1602 82309 16109 5000.0 0.034 * * 0.0 0
1602a 82309a 16109a 5000.0 0.034 * * 0.0 0
1602b 82309b 16109b 5000.0 0.034 * * 0.0 0
1602c Up 16109c 5000.0 0.034 * * 0.0 0
1602d 82309d 16109d 5000.0 0.034 * * 0.0 0
1602e 82309e 16109e 5000.0 0.034 * * 0.0 0
1630 16009 10309 300.0 0.015 * * 0.0 0
1630a 16009a 10309a 300.0 0.015 * * 0.0 0
1630b 16009b 10309b 300.0 0.015 * * 0.0 0
1630c 16009c 10309c 300.0 0.015 * * 0.0 0
1630d 16009d 10309d 300.0 0.015 * * 0.0 0
1630e 16009e 10309e 300.0 0.015 * * 0.0 0
;CONDUIT DATA – base extran example or example 1
8040 80408 80608 1800.0 0.015 * * 0.0 0
;2nd network or extran example 2
8040a 80408a 80608a 1800.0 .03 * * 0.0 0
;3rd network or extran example 3
8040b 80408b 80608b 1800.0 0.015 * * 0.0 0
;4th network or extran example 4
8040c 80408c 80608c 1800.0 0.015 * * 0.0 0
;5th network or extran example 5
8040d 80408d 80608d 1800.0 0.015 * * 0.0 0
;6th network or extran example 7
8040e 80408e 80608e 1800.0 0.015 * * 0.0 0
8060 80608 82309 2075.0 0.015 * 114.500 0.0 0
8060a 80608a 82309a 2075.0 0.015 * 114.500 0.0 0
8060b 80608b 82309b 2075.0 0.015 * 114.500 0.0 0
8060c 80608c Up 2075.0 0.015 * 114.500 0.0 0
8060d 80608d 82309d 2075.0 0.015 * 114.500 0.0 0
8060e 80608e 82309e 2075.0 0.015 * 114.500 0.0 0
8100 81009 81309 5100.0 0.015 * * 0.0 0
8100a 81009a 81309a 5100.0 0.015 * * 0.0 0
8100b 81009b 81309b 5100.0 0.015 * * 0.0 0
8100c 81009c 81309c 5100.0 0.015 * * 0.0 0
8100d 81009d 81309d 5100.0 0.015 * * 0.0 0
8100e 81009e 81309e 5100.0 0.015 * * 0.0 0
8130 81309 15009 3500.0 0.015 * * 0.0 0
8130a 81309a 15009a 3500.0 0.015 * * 0.0 0
8130b 81309b 15009b 3500.0 0.015 * * 0.0 0
8130c 81309c 15009c 3500.0 0.015 * * 0.0 0
8130d 81309d 15009d 3500.0 0.015 * * 0.0 0
8130e 81309e 15009e 3500.0 0.015 * * 0.0 0

[PUMPS]
;;Name From Node To Node Pump Curve Status Sartup Shutoff
;;————– —————- —————- —————- —— ——– ——–
;* IPTYP NJUNC NJUNC PRATE1 – PRATE3 VRATE1 VRATE2 – for example 7
PUMP1@82309e-15009e 82309e 15009e PUMPCURVEforPUMP1@82309e-15009e OFF 0 0

[ORIFICES]
;;Name From Node To Node Type Offset Qcoeff Gated CloseTime
;;————– —————- —————- ———— ———- ———- ——– ———-
;* SIDE-OUTLET ORIFICE AT JUNCTION 82309d for the 5th network
OR1@82309d-82308d 82309d 82308d SIDE 0.0 0.85 NO 0
OR1@82309b-15009b 82309b 15009b BOTTOM 0.0 0.85 NO .50

[WEIRS]
;;Name From Node To Node Type CrestHt Qcoeff Gated EndCon EndCoeff Surcharge RoadWidth RoadSurf
;;————– —————- —————- ———— ———- ———- ——– ——– ———- ———- ———- ———-
One_Weir Up 15009c SIDEFLOW 2.0 3.3 NO 0 0.0 NO

[XSECTIONS]
;;Link Shape Geom1 Geom2 Geom3 Geom4 Barrels Culvert
;;————– ———— —————- ———- ———- ———- ———- ———-
1030e TRIANGULAR 9.0 54.0 0 0 1.0 0
1030 TRIANGULAR 9.0 54.0 0 0 1.0 0
1030a TRIANGULAR 9.0 54.0 0 0 1.0 0
1030b TRIANGULAR 9.0 54.0 0 0 1.0 0
1030c TRIANGULAR 9.0 54.0 0 0 1.0 0
1030d TRIANGULAR 9.0 54.0 0 0 1.0 0
1570 CIRCULAR 5.5 0.0 0.0 0.0 1.0 0
1570a CIRCULAR 5.5 0.0 0.0 0.0 1.0 0
1570b CIRCULAR 5.5 0.0 0.0 0.0 1.0 0
1570c CIRCULAR 5.5 0.0 0.0 0.0 1.0 0
1570d CIRCULAR 5.5 0.0 0.0 0.0 1.0 0
1570e CIRCULAR 5.5 0.0 0.0 0.0 1.0 0
1600 CIRCULAR 6.0 0.0 0.0 0.0 1.0 0
1600a CIRCULAR 6.0 0.0 0.0 0.0 1.0 0
1600b CIRCULAR 6.0 0.0 0.0 0.0 1.0 0
1600c CIRCULAR 6.0 0.0 0.0 0.0 1.0 0
1600d CIRCULAR 6.0 0.0 0.0 0.0 1.0 0
1600e CIRCULAR 6.0 0.0 0.0 0.0 1.0 0
1602 CIRCULAR 5.0 0.0 0.0 0.0 1.0 0
1602a CIRCULAR 5.0 0.0 0.0 0.0 1.0 0
1602b CIRCULAR 5.0 0.0 0.0 0.0 1.0 0
1602c CIRCULAR 5.0 0.0 0.0 0.0 1.0 0
1602d CIRCULAR 5.0 0.0 0.0 0.0 1.0 0
1602e CIRCULAR 5.0 0.0 0.0 0.0 1.0 0
1630 TRIANGULAR 9.0 54.0 0 0 1.0 0
1630a TRIANGULAR 9.0 54.0 0 0 1.0 0
1630b TRIANGULAR 9.0 54.0 0 0 1.0 0
1630c TRIANGULAR 9.0 54.0 0 0 1.0 0
1630d TRIANGULAR 9.0 54.0 0 0 1.0 0
1630e TRIANGULAR 9.0 54.0 0 0 1.0 0
8040 FORCE_MAIN 4.0 122 0 0 1 0
8040a CIRCULAR 4.0 0.0 0.0 0.0 1.0 0
8040b CIRCULAR 4.0 0.0 0.0 0.0 1.0 0
8040c CIRCULAR 4.0 0.0 0.0 0.0 1.0 0
8040d CIRCULAR 4.0 0.0 0.0 0.0 1.0 0
8040e CIRCULAR 4.0 0.0 0.0 0.0 1.0 0
8060 CIRCULAR 4.0 0.0 0.0 0.0 1.0 0
8060a CIRCULAR 4.0 0.0 0.0 0.0 1.0 0
8060b CIRCULAR 4.0 0.0 0.0 0.0 1.0 0
8060c CIRCULAR 4.0 0.0 0.0 0.0 1.0 0
8060d CIRCULAR 4.0 0.0 0.0 0.0 1.0 0
8060e CIRCULAR 4.0 0.0 0.0 0.0 1.0 0
8100 FILLED_CIRCULAR 4 2 0 0 1 0
8100a CIRCULAR 4.5 0.0 0.0 0.0 1.0 0
8100b CIRCULAR 4.5 0.0 0.0 0.0 1.0 0
8100c CIRCULAR 4.5 0.0 0.0 0.0 1.0 0
8100d CIRCULAR 4.5 0.0 0.0 0.0 1.0 0
8100e CIRCULAR 4.5 0.0 0.0 0.0 1.0 0
8130 CIRCULAR 4.5 0.0 0.0 0.0 1.0 0
8130a CIRCULAR 4.5 0.0 0.0 0.0 1.0 0
8130b CIRCULAR 4.5 0.0 0.0 0.0 1.0 0
8130c CIRCULAR 4.5 0.0 0.0 0.0 1.0 0
8130d CIRCULAR 4.5 0.0 0.0 0.0 1.0 0
8130e CIRCULAR 4.5 0.0 0.0 0.0 1.0 0
OR1@82309d-82308d CIRCULAR 2 0 0 0
OR1@82309b-15009b CIRCULAR 1 0 0 0
One_Weir RECT_OPEN 1 1 1 1

[LOSSES]
;;Link Kentry Kexit Kavg Flap Gate Seepage
;;————– ———- ———- ———- ———- ———-
1030e 0.0 0.0 0.0 NO 0.0
1030 0.0 0.0 0.0 NO 0.0
1030a 0.0 0.0 0.0 NO 0.0
1030b 0.0 0.0 0.0 NO 0.0
1030c 0.0 0.0 0.0 NO 0.0
1030d 0.0 0.0 0.0 NO 0.0
1570 0.0 0.0 0.0 NO 0.0
1570a 0.0 0.0 0.0 NO 0.0
1570b 0.0 0.0 0.0 NO 0.0
1570c 0.0 0.0 0.0 NO 0.0
1570d 0.0 0.0 0.0 NO 0.0
1570e 0.0 0.0 0.0 NO 0.0
1600 0.0 0.0 0.0 NO 0.0
1600a 0.0 0.0 0.0 NO 0.0
1600b 0.0 0.0 0.0 NO 0.0
1600c 0.0 0.0 0.0 NO 0.0
1600d 0.0 0.0 0.0 NO 0.0
1600e 0.0 0.0 0.0 NO 0.0
1602 0.0 0.0 0.0 NO 0.0
1602a 0.0 0.0 0.0 NO 0.0
1602b 0.0 0.0 0.0 NO 0.0
1602c 0.0 0.0 0.0 NO 0.0
1602d 0.0 0.0 0.0 NO 0.0
1602e 0.0 0.0 0.0 NO 0.0
1630 0.0 0.0 0.0 NO 0.0
1630a 0.0 0.0 0.0 NO 0.0
1630b 0.0 0.0 0.0 NO 0.0
1630c 0.0 0.0 0.0 NO 0.0
1630d 0.0 0.0 0.0 NO 0.0
1630e 0.0 0.0 0.0 NO 0.0
8040 0.0 0.0 0.0 NO 0.0
8040a 0.0 0.0 0.0 NO 0.0
8040b 0.0 0.0 0.0 NO 0.0
8040c 0.0 0.0 0.0 NO 0.0
8040d 0.0 0.0 0.0 NO 0.0
8040e 0.0 0.0 0.0 NO 0.0
8060 0.0 0.0 0.0 NO 0.0
8060a 0.0 0.0 0.0 NO 0.0
8060b 0.0 0.0 0.0 NO 0.0
8060c 0.0 0.0 0.0 NO 0.0
8060d 0.0 0.0 0.0 NO 0.0
8060e 0.0 0.0 0.0 NO 0.0
8100 0.0 0.0 0.0 NO 0.0
8100a 0.0 0.0 0.0 NO 0.0
8100b 0.0 0.0 0.0 NO 0.0
8100c 0.0 0.0 0.0 NO 0.0
8100d 0.0 0.0 0.0 NO 0.0
8100e 0.0 0.0 0.0 NO 0.0
8130 0.0 0.0 0.0 NO 0.0
8130a 0.0 0.0 0.0 NO 0.0
8130b 0.0 0.0 0.0 NO 0.0
8130c 0.0 0.0 0.0 NO 0.0
8130d 0.0 0.0 0.0 NO 0.0
8130e 0.0 0.0 0.0 NO 0.0

[CONTROLS]
RULE Orifice1
IF SIMULATION CLOCKTIME >= 01:00:00
AND SIMULATION CLOCKTIME <= 2:00:00
THEN ORIFICE OR1@82309b-15009b SETTING = 1
ELSE ORIFICE OR1@82309b-15009b SETTING = 0
PRIORITY 1
; Opens up the orifice at hour 1 of the simulation

RULE Orifice2
IF SIMULATION CLOCKTIME >= 00:00:00
THEN ORIFICE OR1@82309b-15009b SETTING = TIMESERIES OpenOrifice
PRIORITY 10

RULE COUNT1
IF SIMULATION TIME > 0.0
THEN PUMP PUMP1@82309e-15009e SETTING = 1.0
PRIORITY 1

RULE COUNT2
IF PUMP PUMP1@82309e-15009e TIMEOPEN >= 2
THEN PUMP PUMP1@82309e-15009e SETTING = 0.0
PRIORITY 5

[INFLOWS]
;;Node Constituent Time Series Type Mfactor Sfactor Baseline Pattern
;;————– —————- —————- ——– ——– ——– ——– ——–
80408 FLOW INFLOW@80408 FLOW 1.0 1.0 1
80408b FLOW INFLOW@80408b FLOW 1.0 1.0 0.0
80408c FLOW INFLOW@80408c FLOW 1.0 1.0 0.0
80408d FLOW INFLOW@80408d FLOW 1.0 1.0 0.0
80408e FLOW INFLOW@80408e FLOW 1.0 0.5 0.0
81009 FLOW INFLOW@81009 FLOW 1.0 1.0 0.0
81009a FLOW INFLOW@81009a FLOW 1.0 1.0 0.0
81009b FLOW INFLOW@81009b FLOW 1.0 1.0 0.0
81009c FLOW INFLOW@81009c FLOW 1.0 1.0 0.0
81009d FLOW INFLOW@81009d FLOW 1.0 1.0 0.0
81009e FLOW INFLOW@81009e FLOW 1.0 1.0 0.0
82309 FLOW INFLOW@82309 FLOW 1.0 1.0 0.0
82309a FLOW INFLOW@82309a FLOW 1.0 1.0 0.0
82309b FLOW INFLOW@82309b FLOW 1.0 1.0 0.0
Up FLOW INFLOW@82309c FLOW 1.0 1.0 0.0
82309e FLOW INFLOW@82309e FLOW 1.0 1.0 0.0
80408a FLOW INFLOW@80408a FLOW 1.0 1.0 0.0
82309d FLOW INFLOW@82309d FLOW 1.0 1.0 0.0

[CURVES]
;;Name Type X-Value Y-Value
;;————– ———- ———- ———-
PUMPCURVEforPUMP1@82309e-15009e PUMP3 6 5
;
SB1 STORAGE 0 0
SB1 1 0
SB1 1.5 0
SB1 2 0
SB1 2.5 340
SB1 3 2483
SB1 3.5 5686
SB1 4 11585
SB1 4.5 51299
SB1 5 278327
SB1 5.5 526214
SB1 6 740422
SB1 6.5 839055
SB1 7 864692
SB1 8 866863
SB1 9 868103
SB1 10 868394
;
SB2 STORAGE 0 0
SB2 1 0
SB2 1.5 7103
SB2 2 31791
SB2 2.5 71923
SB2 3 122585
SB2 3.5 183836
SB2 4 272757
SB2 4.5 460705
SB2 5 751151
SB2 5.5 967995
SB2 6 1095621
SB2 6.5 1101547
SB2 7 1101970
SB2 8 1102600
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[TIMESERIES]
;;Name Date Time Value
;;————– ———- ———- ———-
INFLOW@82309 01/01/1988 00:00 0.00000
INFLOW@82309 00:15 40.00000
INFLOW@82309 03:00 40.00000
INFLOW@82309 03:15 0.00000
INFLOW@82309 12:00 0.00000
;
INFLOW@80408 01/01/1988 00:00 0.00000
INFLOW@80408 00:15 45.00000
INFLOW@80408 03:00 45.00000
INFLOW@80408 03:15 0
INFLOW@80408 12:00 0
INFLOW@80408 01/11/1988 0:00 0
;
INFLOW@81009 01/01/1988 00:00 0.00000
INFLOW@81009 00:15 50.00000
INFLOW@81009 03:00 50.00000
INFLOW@81009 03:15 0.00000
INFLOW@81009 12:00 0.00000
;
INFLOW@82309a 01/01/1988 00:00 0.00000
INFLOW@82309a 00:15 40.00000
INFLOW@82309a 03:00 40.00000
INFLOW@82309a 03:15 0.00000
INFLOW@82309a 12:00 0.00000
;
INFLOW@80408a 01/01/1988 00:00 0.00000
INFLOW@80408a 00:15 45.00000
INFLOW@80408a 03:00 45.00000
INFLOW@80408a 03:15 0.00000
INFLOW@80408a 12:00 0.00000
;
INFLOW@81009a 01/01/1988 00:00 0.00000
INFLOW@81009a 00:15 50.00000
INFLOW@81009a 03:00 50.00000
INFLOW@81009a 03:15 0.00000
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;
INFLOW@82309b 01/01/1988 00:00 0.00000
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;
INFLOW@80408b 01/01/1988 00:00 0.00000
INFLOW@80408b 00:15 45.00000
INFLOW@80408b 03:00 45.00000
INFLOW@80408b 03:15 0.00000
INFLOW@80408b 12:00 0.00000
;
INFLOW@81009b 01/01/1988 00:00 0.00000
INFLOW@81009b 00:15 50.00000
INFLOW@81009b 03:00 50.00000
INFLOW@81009b 03:15 0.00000
INFLOW@81009b 12:00 0.00000
;
INFLOW@82309c 01/01/1988 00:00 0.00000
INFLOW@82309c 00:15 40.00000
INFLOW@82309c 03:00 40.00000
INFLOW@82309c 03:15 0.00000
INFLOW@82309c 12:00 0.00000
;
INFLOW@80408c 01/01/1988 00:00 0.00000
INFLOW@80408c 00:15 45.00000
INFLOW@80408c 03:00 45.00000
INFLOW@80408c 03:15 0.00000
INFLOW@80408c 12:00 0.00000
;
INFLOW@81009c 01/01/1988 00:00 0.00000
INFLOW@81009c 00:15 50.00000
INFLOW@81009c 03:00 50.00000
INFLOW@81009c 03:15 0.00000
INFLOW@81009c 12:00 0.00000
;
INFLOW@82309d 01/01/1988 00:00 0.00000
INFLOW@82309d 00:15 40.00000
INFLOW@82309d 03:00 40.00000
INFLOW@82309d 03:15 0.00000
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INFLOW@80408d 01/01/1988 00:00 0.00000
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;
INFLOW@81009d 01/01/1988 00:00 0.00000
INFLOW@81009d 00:15 50.00000
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INFLOW@81009d 03:15 0.00000
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INFLOW@82309e 00:15 40.00000
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INFLOW@80408e 01/01/1988 00:00 0.00000
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INFLOW@80408e 03:15 0.00000
INFLOW@80408e 12:00 0.00000
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INFLOW@81009e 01/01/1988 00:00 0.00000
INFLOW@81009e 00:15 50.00000
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INFLOW@81009e 03:15 0.00000
INFLOW@81009e 12:00 0.00000
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OpenOrifice 0:00 0
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SPILL 01/01/1988 00:00 0.00000
SPILL 00:15 1000
SPILL 03:00 1000
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[REPORT]
;;Reporting Options
INPUT YES
CONTROLS YES
SUBCATCHMENTS ALL
NODES ALL
LINKS ALL

[TAGS]
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Node 10309a 10309a
Node 10309b 10309b
Node 10309c 10309c
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Units None

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81309e 18568.420 2421.050
82308d 14957.890 13536.840
82309 4957.890 7536.840
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Up 15957.890 19536.840
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80408a 10115.790 13536.840
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18690.125 5492.691 “#6” “” “Arial” 10 0 0
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How Do the TimeOpen and TimeClose Controls Work in #SWMM 5.1.012

This is part of the #Inside_#SWMM5 series of blogs and is intended as a visual aid and code developer for the Storm Water Management Model Reference Manuals on https://www.epa.gov/water-research/storm-water-management-model-swmm  I always think images (and some words) are best at explaining the internal working of code.  I do encourage you to read the wonderfully written Storm Water Management Model Reference Manuals.

The controls we are examining are the TIMEOPEN and TIMECLOSED commands in #SWMM5.  These commands are defined in the SWMM5 help file as

TIMEOPEN is the duration a link has been in an OPEN or ON state or have its SETTING be greater than zero; TIMECLOSED is the duration it has remained in a CLOSED or OFF state or have its SETTING be zero.

Here is an example rule,

RULE COUNT1

IF SIMULATION TIME > 0.0

THEN PUMP PUMP1@82309e-15009e SETTING = 1.0

PRIORITY 1

RULE COUNT2

IF PUMP PUMP1@82309e-15009e TIMEOPEN >= 2

THEN PUMP PUMP1@82309e-15009e SETTING = 0.0

PRIORITY 5

Here are the control actions taken during the simulation

Here is how the Timer for TIMEOPEN and TIMECLOSES are reset based on the Setting, Target Setting and Rules.  Notice the time is reset every 2 hours.

Here is how the Setting and Flow are used during the Simulation – every 2 hours TimeOpen is reset.

AAEES 2017 Innovyze Excellence in Computational Hydraulics/Hydrology Award Presented to Dr. Qian Zhang

AAEES 2017 Innovyze Excellence in Computational Hydraulics/Hydrology Award Presented to Dr. Qian Zhang

Broomfield, Colorado, USA, May 23, 2017 – Innovyze, a leading global innovator of business analytics software and technologies for smart wet infrastructure, today announced that Dr. Qian Zhang, Research Scientist with the University of Maryland Center for Environmental Science at the USEPA Chesapeake Bay Program, has been chosen to receive the American Academy of Environmental Engineers and Scientists (AAEES) 2017 Innovyze Excellence in Computational Hydraulics/Hydrology Award. This prestigious annual award recognizes a student whose research contributes to the knowledge pool in Computational Hydraulics & Hydrology. Selection is based on original, innovative research of publishable quality and other factors. Both Master’s and Ph.D. students are eligible.

Administered by AAEES and co-sponsored by Innovyze, the award consists of cash honoraria of $1,500 for the student and $500 for the major faculty advisor. A $500 travel allotment is also provided to the student recipient to attend the Awards Luncheon. The award selection is administered jointly by a committee consisting of equal members of AAEES and the Association of Environmental Engineering and Science Professors (AEESP).

Dr. Zhang received an M.S. degree in environmental engineering, an M.S. degree in statistics, and a Ph.D. in geography and environmental engineering from Johns Hopkins University. His doctoral research focused on the source, fate, and export of nitrogen, phosphorus, and sediment from the Chesapeake Bay watershed. His areas of research interest include evaluation of long-term river water-quality trends and associated uncertainties; improvement of statistical methods for riverine flux estimation and trend analysis; and analysis of patterns of watershed constituent export and controlling factors.

Dr. Zhang was presented with the award during the AAEES Excellence in Environmental Engineering and Science Annual Awards Luncheon and Conference on April 13 at the National Press Club in Washington, DC.

“I am deeply honored to receive this prestigious award recognizing my work on analysis, modeling and synthesis of large-scale data sets for rivers and watersheds,” said Dr. Zhang. “This award encourages me to continue my research in this mission-critical field, and reminds me that what I do matters.”

“The Innovyze Excellence in Computational Hydraulics/Hydrology Award is the premier award recognizing exceptional research work in the vital field of computational hydraulics and hydrology,” said Michael W. Selna, P.E., BCEE, Past President of AAEES. “Dr. Zhang has demonstrated outstanding academic achievement, exemplary leadership, and a significant commitment to the community at large. We are very pleased to award him this outstanding national recognition, an honor he highly deserves. His research work is very promising and will have a positive impact on our profession.”

“Innovyze is pleased to present this signal award to Dr. Zhang and congratulate him on his impressive work,” said Paul F. Boulos, Ph.D., BCEEM, Hon.D.WRE, Dist.D.NE, Dist.M.ASCE, NAE, Chief Executive Officer of Innovyze. “We are proud to further his future in this critical field and play a small part in his efforts to make the world a better place through his work.”

About Innovyze
Innovyze is a leading global provider of wet infrastructure business analytics software solutions designed to meet the technological needs of water/wastewater utilities, government agencies, and engineering organizations worldwide. Its clients include the majority of the largest UK, Australasian, East Asian and North American cities, foremost utilities on all five continents, and ENR top-rated design firms. Backed by unparalleled expertise and offices in North America, Europe, and Asia Pacific, the Innovyze connected portfolio of best-in-class product lines empowers thousands of engineers to competitively plan, manage, design, protect, operate, and sustain highly efficient and reliable infrastructure systems, and provides an enduring platform for customer success. For more information, call Innovyze at +1 626-568-6868, or visit www.innovyze.com.

Innovyze Contact:
Rajan Ray
Director of Marketing and Client Service Manager
Rajan.Ray@innovyze.com
+1 626-568-6868

How to approximate the Flood polygon created in InfoSWMM RAM by using Arc Toolbox

How to approximate the Flood polygon created in InfoSWMM RAM by using Arc Toolbox and Subcatchment Manager Tools

Step 1 – Run InfoSWMM and use Map Display to show the Maximum HGL. This is just for reference to the later created polygons.

Step 2 – not needed but as a check to Steps 3 to 5.  Use InfoSWMM RAM to show the area flooding based on the Maximum head or HGL.  This is an approximation of the flooding you would show with have with InfoSWMM 2D.  The maximum HGL is intersected with the DEM or TIN and the DEM elevations below the Maximum HGL are shown in Blue.

Step 3 – Create a contour based on the Maximum HGL in the InfoSWMM run.  Use Contour in the InfoSWMM Browser to create the contour.

Step 4 – The created Contour from the Maximum HGL

Step 5 – Use the Polyline to Raster Arc Toolbox command to make a Raster from the Contour

Step 6 – Optionally you an create a Raster using Convert in the InfoSWMM Subcatchment Manger. The tool creates a DEM from a Contour

Step 7 – Use the CutFill tool in Arc Tool box to find the cut and fill sections of your two Rasters.  The Raster created from the Maximum HGL should be 1^st.

Step 8 – The Cut Fill created Raster shows are areas in RED where the RASTER is ABOVE the Maximum HGL and Blue, where the RASTER is Below the Maximum HGL.

A new API way of looking at this Blog

A new API way of looking at this Blog

You can click on Get Posts to see the post, Clicking on a label will make a Pop Up Window

http://s3.amazonaws.com/bloggerapi/index.html

Pop Up Window

Innovyze and XP Solutions Merge

Innovyze and XP Solutions Merge The New Innovyze Combines Two of the Most Powerful and Recognizable Names in the Marketplace; A Winning Combination for the Critical Water and Wastewater Industry Broomfield, Colorado, USA, May 16, 2017 – Innovyze, a leading global innovator of business analytics software and technologies for smart wet infrastructure, and XP Solutions, a leading provider of software solutions for stormwater/floodwater modeling and drainage design headquartered in Portland, Oregon, announced today that their companies have joined. The expanded company will operate under the Innovyze name going forward. As the new expanded Innovyze, they will be able to offer the most complete wet infrastructure modeling and management solutions and support all technology platforms from workgroup management to AutoCAD-centric, ArcGIS-centric, GIS-based, Web-based, and stand-alone geospatial solutions. Dr. Paul F. Boulos will be Chief Executive Officer of the new combined company and Colby T. Manwaring, P.E. will serve as President.   “Joining forces with XP Solutions will help us further enhance our technology innovation and talent pool to even better serve our fast-growing customer base,” said Boulos. “By combining two companies with complementary businesses and a reputation for excellence in the modeling industry, we will be able to provide a broader range of products and services to address the needs of our customers across the spectrum globally. This is an ideal match of culture and technology, and a great win for the critical water and wastewater industry. Our convergence of world-class applications makes us a stronger, even more stable vendor with complementary product attributes; broader, more comprehensive functionality; accelerated innovation delivery; and globally available resources for purchases, support and training. Our customers will have access to an extended partner ecosystem and a broader pool of trained users. They will also have improved access to industry best practices and technical support services across multiple products with lower total deployment, ownership and maintenance costs. Our customer commonality will speed the delivery of those benefits. Because our customers are and will continue to be our best ambassadors, the end result will be more of everything.” Added Manwaring, “I am genuinely excited about the combination of XP Solutions and Innovyze. This is a tremendous opportunity both to grow the range of our software solutions, and to expand into new geographies with the combined excellence of both companies. We are looking forward to delivering new heights of excellence for our customers, their communities and the environment.” The combined company will continue to provide customer support and development from its current operations in United Kingdom, the United States, and Australia.   About Innovyze Innovyze is a leading global provider of wet infrastructure business analytics software solutions designed to meet the technological needs of water/wastewater utilities, government agencies, and engineering organizations worldwide. Its clients include the majority of the largest UK, Australasian, East Asian and North American cities, foremost utilities on all five continents, and ENR top-rated design firms. Backed by unparalleled expertise and offices in North America, Europe, and Asia Pacific, the Innovyze connected portfolio of best-in-class product lines empowers thousands of engineers to competitively plan, manage, design, protect, operate, and sustain highly efficient and reliable infrastructure systems, and provides an enduring platform for customer success. For more information, call Innovyze at +1 626-568-6868, or visit www.innovyze.com.   About XP Solutions Established in 1974, XP Solutions is a global provider of industry-standard sustainable drainage design software and stormwater and flood modeling/mapping software for the civil engineering and environmental sectors. Our reliable software technology and professional solutions are used every day around the world by government agencies, engineering companies and environmental management organizations to plan, design, simulate and manage the impact of human interaction with the natural world.  XP Solutions brings over 40 years of experience in developing and supporting professional software systems devoted to improving our use and understanding of water resources, and has expanded its expertise to include a broader scope of designed infrastructure. From designing drainage systems and managing water quality, to mapping flood risk and emergency response and road and site design, our solutions provide our clients with the efficient tools needed to promote safer communities, sustain ecosystems, optimize infrastructure investment, and manage environmental impact. For more information, call +1 888-554-5022 or visit www.xpsolutions.com.   Innovyze Contact: Rajan Ray Director of Marketing and Client Service Manager Rajan.Ray@innovyze.com +1 626-568-6868

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