Showing posts with label 2D. Show all posts
Showing posts with label 2D. Show all posts

Saturday, January 21, 2023

ICM SWMM sw_2d_boundary_line Variable Names for SQL and Ruby Scripts

      The file "opwrowobjectlayoutswmm.xml" is a data file used by the Integrated Urban Water Management Model (ICM) software. The ICM software is used toVV simulate and analyze the performance of stormwater management systems, including the design and operation of stormwater collection and conveyance systems.

The file "opwrowobjectlayoutswmm.xml" contains variable names specific to the SWMM (Storm Water Management Model) conduit feature in the ICM software. These variable names are used in SQL and Ruby scripts, which are programming languages used to manipulate and analyze the data generated by the ICM software.

These variable names are used to represent the different attributes of a sw_2d_boundary_line within the ICM software and the SQL and Ruby scripts allow users to access and manipulate that data in a variety of ways.


<table name="sw_2d_boundary_line">
<group name="Boundary definition">
line_id
line_type
<field menu="sw_head_unit_discharge">head_unit_discharge_id
length
bed_load_boundary
suspended_load_boundary
</group>
<group import_group="gen_prop"/>
<group import_group="user_prop"/>
</table>
<table name="sw_head_unit_discharge">
<group name="Head unit flow definition">
head_unit_discharge_id
head_unit_discharge_description
HUDP_table
</group>
<group import_group="gen_prop"/>
<group import_group="user_prop"/>

Table 1: sw_2d_boundary_line

  • Group 1: Boundary definition
    • line_id
    • line_type
    • head_unit_discharge_id (from menu "sw_head_unit_discharge")
    • length
    • bed_load_boundary
    • suspended_load_boundary
  • Group 2: Imports group "gen_prop"
  • Group 3: Imports group "user_prop"

Table 2: sw_head_unit_discharge

  • Group 1: Head unit flow definition
    • head_unit_discharge_id
    • head_unit_discharge_description
    • HUDP_table
  • Group 2: Imports group "gen_prop"
  • Group 3: Imports group "user_prop"

ICM SWMM sw_mesh_level_zone Variable Names for SQL and Ruby Scripts

     The file "opwrowobjectlayoutswmm.xml" is a data file used by the Integrated Urban Water Management Model (ICM) software. The ICM software is used to simulate and analyze the performance of stormwater management systems, including the design and operation of stormwater collection and conveyance systems.

The file "opwrowobjectlayoutswmm.xml" contains variable names specific to the SWMM (Storm Water Management Model) conduit feature in the ICM software. These variable names are used in SQL and Ruby scripts, which are programming languages used to manipulate and analyze the data generated by the ICM software.

These variable names are used to represent the different attributes of a sw_mesh_level_zone within the ICM software and the SQL and Ruby scripts allow users to access and manipulate that data in a variety of ways.

<table name="sw_mesh_level_zone">
<group name="Mesh level zone definition">
polygon_id
area
level_type
use_upper_limit
upper_limit_level
use_lower_limit
lower_limit_level
level_sections
level
raise_by
</group>
<group import_group="gen_prop"/>
<group import_group="user_prop"/>

Table: sw_mesh_level_zone


GroupColumn Name
Mesh level zone definitionpolygon_id
Mesh level zone definitionarea
Mesh level zone definitionlevel_type
Mesh level zone definitionuse_upper_limit
Mesh level zone definitionupper_limit_level
Mesh level zone definitionuse_lower_limit
Mesh level zone definitionlower_limit_level
Mesh level zone definitionlevel_sections
Mesh level zone definitionlevel
Mesh level zone definitionraise_by
Imports group "gen_prop"
Imports group "user_prop"

Tuesday, January 5, 2016

Innovyze Ships InfoWater 2D — Next Generation of Two-Dimensional Modeling of Water Spill from Catastrophic Main Breaks

Innovyze Ships InfoWater 2D — Next Generation of Two-Dimensional Modeling of Water Spill from Catastrophic Main Breaks

First of Its Kind Release Equips Engineers with Unmatched Power to Predict Extent, Duration, Volume and Impact of Water Spill for Rapid, Effective Response Management

Broomfield, Colorado, USA, January 5, 2016

Innovyze, a leading global innovator of business analytics software and technologies for smart wet infrastructure, today announced the worldwide availability of InfoWater 2D, a breakthrough geospatial water distribution network management solution for accurate two-dimensional (2D) above-ground modeling of water spill from main breaks and large leaks, directly within the powerful ArcGIS (Esri, Redlands, CA) environment.

Globally, water demand is rising, aging water infrastructures are rapidly deteriorating, and the impact of water main breaks and leakage is relentless. In the U.S. alone, drinking water systems maintain more than two million miles of distribution mains with about 237,600 water main breaks occurring every year. An estimated seven billion gallons of clean drinking water are wasted every day — a staggering 2.6 trillion gallons annually. Catastrophic water main breaks can result in anywhere from millions to billions of dollars in damages including disastrous litigations.

InfoWater 2D demonstrates Innovyze’s ongoing commitment to delivering pioneering technology that raises the bar for water distribution network modeling and simulation, helping to shape the future of this critical sector. It gives water utilities the flexibility to continue to use the industry-leading and award-winning InfoWater ArcGIS-centric water distribution network modeling solution with added new power to predict the extent, duration, volume and impact of water spill from main breaks and large leaks for rapid, effective response management.

Built atop ArcGIS, InfoWater 2D solves the full range of 2D free-surface shallow water equations using a highly advanced and efficient finite volume method. It gives engineers the unprecedented power to predict and assess potential water spill extent, depth and velocity throughout the flooded area, with results viewable as graphs, tables or animated thematic flood maps. Users can also add parcel maps with property values (cadastral mapping) as well as curves of depth versus property damage to assess the impact of flooding resulting from catastrophic water main breaks. This information is important for insurance-related property valuation, utility liability, and other financial impacts. It is also critical in enabling water utilities and municipalities to proactively identify water mains with the potential for the worst damage and prepare effective emergency response plans.

InfoWater 2D greatly extends the core features of InfoWater, providing the most powerful and comprehensive ArcGIS-centric tool kit ever for estimating and managing the risks of water main breaks and large leaks,” said Paul F. Boulos, Ph.D., BCEEM, Hon.D.WRE, Dist.D.NE, Dist.MASCE, NAE, President, COO and Chief Technical Officer of Innovyze. “This milestone solution marks a new direction in advanced water distribution systems simulation and analysis. It is the only GIS-centric analysis, design and management software users need to work faster and smarter in a competitive environment — not only to power system performance, but to safeguard critical wet infrastructures and maximize their resiliency and effectiveness in protecting public health. This is the ultimate tool for accurately assessing the impacts of water main breaks and large leaks, then formulating and evaluating sound, cost-effective response strategies. Innovyze is very proud to offer this revolutionary emergency response product to our clients.”

Pricing and Availability
InfoWater 2D for InfoWater is available by subscription worldwide. Special upgrade prices are available for all existing InfoWater users. For the latest information on the Innovyze Subscription Program, including availability and purchase requirements, visit www.innovyze.com or contact your local Innovyze representative.
About InnovyzeInnovyze 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. With 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 RayDirector of Marketing and Client Service Manager
Rajan.Ray@innovyze.com
+1 626-568-6868

Sunday, November 15, 2015

Innovyze St Venant Solutions for InfoSewer, H20Map Sewer, #InfoSWMM, H2OMap SWMM and #InfoWorks_ICM and #InfoWorks_ICM_SE

This blog contrasts the St Venant Solutions for InfoSewerH20Map Sewer (1), InfoSWMM/H2OMap SWMM and ICM/ICM SE.

1.  Assumptions for the St. Venant Equations

The assumptions behind Lumped and Distributed Models along with the assumptions of the St Venant equations.  InfoSewerH20Map Sewer, InfoSWMM, H2OMap SWMM, SWMM5, ICM and ICM SE are all Distributed models for Unsteady flow.  InfoSWMM and InfoSewerH20Map Sewer have options for direct steady flow.  ICM and InfoSWMM can also use a quasi steady flow solution.   All of these Innovyze models use the Continuity Equation and Momentum equation for routing flows in links.  The numerical solution differs between the three Innovyze main  platforms:
  • Storm cloudInfoSewer and H2OMap Sewer
  • Storm cloudInfoSWMM,  H2OMap SWMM and SWMM 5
  • Storm cloudICM and ICM SE
image242[5]
image243[5]

image241[7]

Continuity Equation

image489[5]

Various Forms of the Momentum Equation

image488[5]

2.  Muskingum-Cunge for InfoSewerH20Map Sewer

image143[5]
The continuity (mass conservation) equation is:
image499[6]
image497[5]
where
x          =          distance along the pipe (longitudinal direction of sewer)
A          =          flow cross sectional area normal to x
y          =          coordinate direction normal to x on a vertical plane
d          =          depth of flow of the cross section, measured along y direction
Q         =          discharge through A
V          =          cross sectional average velocity along x direction
S0         =          pipe slope, equal to sin θ
θ          =          angle between sewer bottom and horizontal plane
Sf            =          friction slope
g             =          gravitational acceleration
t           =          time
β          =          Boussinesq momentum flux correction coefficient for velocity distribution

3. SWMM5, H2OMap SWMM and InfoSWMM

image144[5]
 

4. ICM and ICM SE

image145[4]
image149[4]

5. A common look at the Equations for ICM, ICM  SE. InfoSWMM and H2OMap SWMM

image192[7]

ICM 2D and InfoSWMM 2D Equations

ICM 2D and InfoSWMM share the same computational engine as described on the Innovyze Blog
image491[5]
As the scheme is an explicit solution it does not require iteration to achieve stability within defined tolerances like the ICM 1D scheme or the iterative solution in InfoSWMM.  Instead, for each element, the required timestep is calculated using the Courant-Friedrichs-Lewy condition in order to achieve stability, where the Courant-Friedrichs-Lewy condition is
image492[5]

Sunday, October 4, 2015

Components of #INFOSWMM from @Innovyze


Tweets - Components of #INFOSWMM from @Innovyze

  1. 8/ Components of from Managers of your Map and DB Data Bullet 8
  2. 7/ Components of from Map Table of Contents Map to DB Link for GIS or Bullet 7
  3. 6/ Components of from Message Box for User Information from Arc GIS or Bullet 6
  4. 5/ Components of from Tools for Adding New Map Features or Bullet 5
  5. 4/ Components of from Attribute Browser (AB) Map to DB Link or Bullet 4
  6. 3/ Components of from Spatial Analyst Components Bullet Three
  7. 2/ Components of from Genetic Algorithm Components Bullet Two
  8. 1/ Components of from Spatial Analyst Components Bullet One
  9. 1/ Components of from Spatial Analyst Components Bullet One

GitHub code and Markdown (MD) files Leveraging

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