/*
************************************************************************
Global Variables for EPANET Program
VERSION: 2.00
DATE: 5/8/00
6/24/02
2/14/08 (2.00.12)
AUTHOR: L. Rossman
US EPA - NRMRL
************************************************************************
*/
//该文件定义了EPANET程序中的全局变量。文件的组织形式是根据变量的类型。每个变量都有一个简单的说明。
EXTERN FILE *InFile, /* Input file pointer */
*OutFile, /* Output file pointer */
*RptFile, /* Report file pointer */
*HydFile, /* Hydraulics file pointer */
*TmpOutFile; /* Temporary file handle */
EXTERN long HydOffset, /* Hydraulics file byte offset */
OutOffset1, /* 1st output file byte offset */
OutOffset2; /* 2nd output file byte offset */
EXTERN char Msg[MAXMSG+1], /* Text of output message */
InpFname[MAXFNAME+1], /* Input file name */
Rpt1Fname[MAXFNAME+1], /* Primary report file name */
Rpt2Fname[MAXFNAME+1], /* Secondary report file name */
HydFname[MAXFNAME+1], /* Hydraulics file name */
OutFname[MAXFNAME+1], /* Binary output file name */
MapFname[MAXFNAME+1], /* Map file name */
TmpFname[MAXFNAME+1], /* Temporary file name */ //(2.00.12 - LR)
TmpDir[MAXFNAME+1], /* Temporary directory name */ //(2.00.12 - LR)
Title[MAXTITLE][MAXMSG+1], /* Problem title */
ChemName[MAXID+1], /* Name of chemical */
ChemUnits[MAXID+1], /* Units of chemical */
DefPatID[MAXID+1], /* Default demand pattern ID */
/*** Updated 6/24/02 ***/
Atime[13], /* Clock time (hrs:min:sec) */
Outflag, /* Output file flag */ //(2.00.12 - LR)
Hydflag, /* Hydraulics flag */
Qualflag, /* Water quality flag */
Reactflag, /* Reaction indicator */ //(2.00.12 - LR)
Unitsflag, /* Unit system flag */
Flowflag, /* Flow units flag */
Pressflag, /* Pressure units flag */
Formflag, /* Hydraulic formula flag */
Rptflag, /* Report flag */
Summaryflag, /* Report summary flag */
Messageflag, /* Error/warning message flag */
Statflag, /* Status report flag */
Energyflag, /* Energy report flag */
Nodeflag, /* Node report flag */
Linkflag, /* Link report flag */
Tstatflag, /* Time statistics flag */
Warnflag, /* Warning flag */
Openflag, /* Input processed flag */
OpenHflag, /* Hydraul. system opened flag */
SaveHflag, /* Hydraul. results saved flag */
OpenQflag, /* Quality system opened flag */
SaveQflag, /* Quality results saved flag */
Saveflag; /* General purpose save flag */
EXTERN int MaxNodes, /* Node count from input file */
MaxLinks, /* Link count from input file */
MaxJuncs, /* Junction count */
MaxPipes, /* Pipe count */
MaxTanks, /* Tank count */
MaxPumps, /* Pump count */
MaxValves, /* Valve count */
MaxControls, /* Control count */
MaxRules, /* Rule count */
MaxPats, /* Pattern count */
MaxCurves, /* Curve count */
Nnodes, /* Number of network nodes */
Ntanks, /* Number of tanks */
Njuncs, /* Number of junction nodes */
Nlinks, /* Number of network links */
Npipes, /* Number of pipes */
Npumps, /* Number of pumps */
Nvalves, /* Number of valves */
Ncontrols, /* Number of simple controls */
Nrules, /* Number of control rules */
Npats, /* Number of time patterns */
Ncurves, /* Number of data curves */
Nperiods, /* Number of reporting periods */
Ncoeffs, /* Number of non-0 matrix coeffs*/
DefPat, /* Default demand pattern */
Epat, /* Energy cost time pattern */
MaxIter, /* Max. hydraulic trials */
ExtraIter, /* Extra hydraulic trials */
TraceNode, /* Source node for flow tracing */
PageSize, /* Lines/page in output report */
CheckFreq, /* Hydraulics solver parameter */
MaxCheck; /* Hydraulics solver parameter */
EXTERN double Ucf[MAXVAR], /* Unit conversion factors */
Ctol, /* Water quality tolerance */
Htol, /* Hydraulic head tolerance */
Qtol, /* Flow rate tolerance */
RQtol, /* Flow resistance tolerance */
Hexp, /* Exponent in headloss formula */
Qexp, /* Exponent in orifice formula */
Dmult, /* Demand multiplier */
Hacc, /* Hydraulics solution accuracy */
DampLimit, /* Solution damping threshold */ //(2.00.12 - LR)
BulkOrder, /* Bulk flow reaction order */
WallOrder, /* Pipe wall reaction order */
TankOrder, /* Tank reaction order */
Kbulk, /* Global bulk reaction coeff. */
Kwall, /* Global wall reaction coeff. */
Climit, /* Limiting potential quality */
Rfactor, /* Roughness-reaction factor */
Diffus, /* Diffusivity (sq ft/sec) */
Viscos, /* Kin. viscosity (sq ft/sec) */
SpGrav, /* Specific gravity */
Ecost, /* Base energy cost per kwh */
Dcost, /* Energy demand charge/kw/day */
Epump, /* Global pump efficiency */
Emax, /* Peak energy usage */
Dsystem, /* Total system demand */
Wbulk, /* Avg. bulk reaction rate */
Wwall, /* Avg. wall reaction rate */
Wtank, /* Avg. tank reaction rate */
Wsource; /* Avg. mass inflow */
EXTERN long Tstart, /* Starting time of day (sec) */
Hstep, /* Nominal hyd. time step (sec) */
Qstep, /* Quality time step (sec) */
Pstep, /* Time pattern time step (sec) */
Pstart, /* Starting pattern time (sec) */
Rstep, /* Reporting time step (sec) */
Rstart, /* Time when reporting starts */
Rtime, /* Next reporting time */
Htime, /* Current hyd. time (sec) */
Qtime, /* Current quality time (sec) */
Hydstep, /* Actual hydraulic time step */
Rulestep, /* Rule evaluation time step */
Dur; /* Duration of simulation (sec) */
EXTERN SField Field[MAXVAR]; /* Output reporting fields */
/* Array pointers not allocated and freed in same routine */
EXTERN char *S, /* Link status */
*OldStat; /* Previous link/tank status */
EXTERN double *D, /* Node actual demand */
*C, /* Node actual quality */
*E, /* Emitter flows */
*K, /* Link settings */
*Q, /* Link flows */
*R, /* Pipe reaction rate */
*X; /* General purpose array */
EXTERN double *H; /* Node heads */
EXTERN STmplist *Patlist; /* Temporary time pattern list */
EXTERN STmplist *Curvelist; /* Temporary list of curves */
EXTERN Spattern *Pattern; /* Time patterns */
EXTERN Scurve *Curve; /* Curve data */
EXTERN Snode *Node; /* Node data */
EXTERN Slink *Link; /* Link data */
EXTERN Stank *Tank; /* Tank data */
EXTERN Spump *Pump; /* Pump data */
EXTERN Svalve *Valve; /* Valve data */
EXTERN Scontrol *Control; /* Control data */
EXTERN HTtable *Nht, *Lht; /* Hash tables for ID labels */
EXTERN Padjlist *Adjlist; /* Node adjacency lists */
/*
** NOTE: Hydraulic analysis of the pipe network at a given point in time
** is done by repeatedly solving a linearized version of the
** equations for conservation of flow & energy:
**
** A*H = F
**
** where H = vector of heads (unknowns) at each node,
** F = vector of right-hand side coeffs.
** A = square matrix of coeffs.
** and both A and F are updated at each iteration until there is
** negligible change in pipe flows.
**
** Each row (or column) of A corresponds to a junction in the pipe
** network. Each link (pipe, pump or valve) in the network has a
** non-zero entry in the row-column of A that corresponds to its
** end points. This results in A being symmetric and very sparse.
** The following arrays are used to efficiently manage this sparsity:
*/
EXTERN double *Aii, /* Diagonal coeffs. of A */
*Aij, /* Non-zero, off-diagonal coeffs. of A */
*F; /* Right hand side coeffs. */
EXTERN double *P, /* Inverse headloss derivatives */
*Y; /* Flow correction factors */
EXTERN int *Order, /* Node-to-row of A */
*Row, /* Row-to-node of A */
*Ndx; /* Index of link's coeff. in Aij */
/*
** The following arrays store the positions of the non-zero coeffs.
** of the lower triangular portion of A whose values are stored in Aij:
*/
EXTERN int *XLNZ, /* Start position of each column in NZSUB */
*NZSUB, /* Row index of each coeff. in each column */
*LNZ; /* Position of each coeff. in Aij array */