/*
* Copyright (C) 2012 Addition, Lda. (addition at addition dot pt)
*
* This program is free software: you can redistribute it and/or modify
* it under the terms of the GNU General Public License as published by
* the Free Software Foundation, either version 3 of the License, or
* (at your option) any later version.
*
* This program is distributed in the hope that it will be useful,
* but WITHOUT ANY WARRANTY; without even the implied warranty of
* MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the
* GNU General Public License for more details.
*
* You should have received a copy of the GNU General Public License
* along with this program. If not, see http://www.gnu.org/licenses/.
*/
package org.addition.epanet;
import java.util.logging.Level;
/**
* Epanet constants.
*/
public class Constants {
public static double PI = 3.141592654;
/**
* Max. # of disconnected nodes listed
*/
public static int MAXCOUNT = 10;
/**
* Max. # title lines
*/
public static int MAXTITLE = 3;
/**
* Max. input errors reported
*/
public static final int MAXERRS = 10;
//public static final int MAXMSG = 79;
//public static final int MAXID = 31;
//public static final int MAXFNAME = 259;
/**
* Epanet binary files code version
*/
public static final int CODEVERSION=20012;
/**
* Epanet binary files ID
*/
public static final int MAGICNUMBER=516114521;
/**
* Epanet binary files version
*/
public static final int VERSION=200;
/**
* Equivalent to zero flow
*/
public static final double QZERO=1.e-6d;
/**
* Big coefficient
*/
public static final double CBIG=1.e8d;
/**
* Small coefficient
*/
public static final double CSMALL=1.e-6d;
/**
* Default max. # hydraulic iterations
*/
public static final int MAXITER=200;
/**
* Default hydraulics convergence ratio
*/
public static final double HACC=0.001d;
/**
* Default hydraulic head tolerance (ft)
*/
public static final double HTOL =0.0005d;
/**
* Default flow rate tolerance (cfs)
*/
public static final double QTOL =0.0001d;
/**
* Default water age tolerance (hrs)
*/
public static final double AGETOL =0.01d;
/**
* Default concentration tolerance
*/
public static final double CHEMTOL =0.01d;
/**
* Default uses no page breaks
*/
public static final int PAGESIZE =0;
/**
* Default specific gravity
*/
public static final double SPGRAV =1.0d;
/**
* Default pump efficiency
*/
public static final double EPUMP =75d;
/**
* Default demand pattern ID
*/
public static final String DEFPATID ="1";
/**
* Default low flow resistance tolerance
*/
public static final double RQTOL =1E-7d;
/**
* Default status check frequency
*/
public static final int CHECKFREQ =2;
/**
* Default # iterations for status checks
*/
public static final int MAXCHECK =10;
/**
* Default damping threshold
*/
public static final double DAMPLIMIT =0;
///**
// * Max. # types of network variables
// */
//public static final int MAXVAR = 21;
public static final double BIG = 1.E10d;
public static final double TINY = 1.E-6d;
public static final double MISSING = -1.E10d;
public static final double GPMperCFS = 448.831d;
public static final double AFDperCFS = 1.9837d;
public static final double MGDperCFS = 0.64632d;
public static final double IMGDperCFS= 0.5382d;
public static final double LPSperCFS = 28.317d;
public static final double LPMperCFS = 1699.0d;
public static final double CMHperCFS = 101.94d;
public static final double CMDperCFS = 2446.6d;
public static final double MLDperCFS = 2.4466d;
public static final double M3perFT3 = 0.028317d;
public static final double LperFT3 = 28.317d;
public static final double MperFT = 0.3048d;
public static final double MMperFT = 304.8d;
public static final double INperFT = 12.0d;
public static final double PSIperFT = 0.4333d;
public static final double KPAperPSI = 6.895d;
public static final double KWperHP = 0.7457d;
public static final int SECperDAY = 86400;
public static final double DIFFUS = 1.3E-8d;
public static final double VISCOS = 1.1E-5 ;
}