/* * 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 ; }