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TeeChart Standard v2017 VCL/FMX works with Delphi 10.1 Berlin and 10.2 Tokyo Starter, #SWMM5

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For those interested in using the latest Delphi GUI with SWMM 5.1.012 and before.  TeeChart is the needed graphics.  The latest TeeChart Standard v2017 VCL/FMX works with Delphi 10.1 Berlin and 10.2 Tokyo Starter, but there are not specific installers, you should install theTeeChart Standard Starter packages manually following the steps below:
1- Open theComponents->InstallationPackagesandaddtheDclFMXTeeStd924.bplandDclTeeStd924.bplfrominstallation folder, concretelyyou find thepackagesin the%Program Files (x86)%\SteemaSoftware\SteemaTeeChart Standard VCL FMX 2016.18\Delphi24\bin
The below image shows you where:

2- Then you should see in the Install Packages window the results below:

3- Create a simple application and run it.
Note the steps are for Rad Studio 10.1 Berlin, but you should follow the same steps to install Teechart Standard in Rad Studio 10.2 Tokyo.

#SWMM5 Storm Water Management Model: Performance Review and Gap Analysis

Storm Water Management Model: Performance Review and Gap Analysis - link to PDF 
Storm Water Management Model: Performance Review and Gap Analysis
Mehran Niazi; Chris Nietch; Mahdi Maghrebi, A.M.ASCE; Nicole Jackson; Brittany R. Bennett; Michael Tryby; and Arash Massoudieh, M.ASCE
Abstract: The storm water management model (SWMM) is a widely used tool for urban drainage design and planning. Hundreds of peer reviewed
articles and conference proceedings have been written describing applications of SWMM. This review focuses on collecting information
on model performance with respect to calibration and validation in the peer-reviewed literature. The major developmental history
and applications of the model are also presented. The results provide utility to others looking for a quick reference to gauge the integrity of
their own unique SWMM application. A gap analysis assesses the model’s ability to perform water-quality simulations considering green
infrastructure (GI)/low impact developm…

EPA SWMM 5.1 RELEASE NOTES (in a different Format)

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EPA SWMM 5.1 RELEASE NOTES ======================================================
This file contains information concerning Version 5.1 of the EPA Storm Water Management Model (SWMM). A complete Users Manual as well as full source code and other updates/Technical Manuals are available at
www.epa.gov/nrmrl/wswrd/wq/models/swmmI posted this on the SWMM Group on LinkedIn World Class Software Documentation for SWMM5 from Lew Rossman and Wayne Huber (Hydrology)I have noticed based on email questions and postings to the SWMM LIst Sever (a great resource hosted by CHI, Inc.) that many SWMM 5 users do not know about the really outstanding documentation on SWMM 5 posted on the EPA Website https://www.epa.gov/water-research/storm-water-management-model-swmm It consists of two now and in the near future three volumes on Hydrology, Water Quality, LID’s and SuDs and Hydraulics. The documentation is fantastically complete with detailed background…

XPSWMM Analytical Engine

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The 1D-analytical engine performs all numerical computations for 1D-models. It is based on the EPA SWMM engine and has significant proprietary enhancements.  When the engine is running the window displays statistics on the computational performance and progress of the simulation. Calculations may be paused (to view run time statistics) and then continued or stopped. If stopped before the assigned simulation end the model will contain full output and statistics up to the manually terminated point in time. The run time parameters for a link or node may be viewed graphically. When the model contains 2D components, the 2D Results displays information regarding the progress of the 2D-simulation. 2D flow calculations are performed by the TUFLOW engine. TUFLOW is a computer program for simulating depth-averaged, two and one-dimensional free-surface flows such as occurs from floods and tides. TUFLOW, originally developed for just two-dimensional (2D) flows, stands for Two-dimensional Unsteady…

External Hour Format for Calibration Data in InfoSWMM and InfoSWMM SA

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External Hour Format Here is an example file format 0              54.2923 0.25         53.2923 0.5           56.2923 0.75         55.2923 1              60.5621 1.25         59.5621 1.5           58.5621 1.75         57.5621

Conduits in #SWMM5

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Conduits Conduits are pipes or channels that move water from one node to another in the conveyance system. Their cross-sectional shapes can be selected from a variety of standard open and closed geometries as listed in the following table. Irregular natural cross-section shapes and Dummy links are also supported.
Conduits are pipes or channels that move water from one node to another in the conveyance system. Their cross-sectional shapes can be selected from a variety of standard open and closed geometries as listed in Table 3-1.
Most open channels can be represented with a rectangular, trapezoidal, or user-defined irregular cross-section shape. For the latter, a Transect object is used to define how depth varies with distance across the cross-section (see Section 3.3.5 below). Most new drainage and sewer pipes are circular while culverts typically have elliptical or arch shapes. Elliptical and Arch pipes come in standard sizes that are listed in at the bottom of this page. The F…

SWMM5_NR_ITERATIVE Fortran Routine from 2004

SUBROUTINE SWMM5_NR_ITERATIVE
CEXTRAN BLOCK test for SWMM 5 beta solution - 12/12/2002
      INCLUDE 'TAPES.INC'
      INCLUDE 'STIMER.INC'
      INCLUDE 'BD.INC'
      INCLUDE 'BND.INC'
      INCLUDE 'HYFLOW.INC'
      INCLUDE 'CONTR.INC'
      INCLUDE 'JUNC.INC'
      INCLUDE 'PIPE.INC'
      INCLUDE 'TIDE.INC'
      INCLUDE 'OUT.INC'
      INCLUDE 'ORF.INC'
      INCLUDE 'WEIR.INC'
      INCLUDE 'FLODAT.INC'
      DOUBLE PRECISION AKON,QNEW,DELQ1,DELQ2,DELQ3,DELQ4,DELQ5
DIMENSION        AS1(NEE)
DOUBLE PRECISION df,f,n_omega
integer          good_nodes
C=======================================================================
C     STORE OLD TIME STEP FLOW VALUES
C=======================================================================
DO  N        = 1,NTL
      QO(N)        = Q(N)
      AT(N)        = A(N)
      VT(N)        = V(N)
enddo
C==================================================================…