/*
|
******************************************************************************
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Project: OWA HYDRAULIC
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Version: 2.2
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Module: output.c
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Description: binary file read/write routines
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Authors: see AUTHORS
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Copyright: see AUTHORS
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License: see LICENSE
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Last Updated: 05/13/2019
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******************************************************************************
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*/
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#include <stdlib.h>
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#include <stdio.h>
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#include <string.h>
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#include <math.h>
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#include "types.h"
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#include "funcs.h"
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#include "hash.h"
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#include "text.h"
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// Local functions
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static int nodeoutput(Project *, int, REAL4 *, double);
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static int linkoutput(Project *, int, REAL4 *, double);
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static int savetimestat(Project *, REAL4 *, HdrType);
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static int savenetreacts(Project *, double, double, double, double);
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static int saveepilog(Project *);
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// Functions to write/read x[1] to x[n] to/from binary file
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size_t f_save(REAL4 *x, int n, FILE *file)
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{
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return fwrite(x + 1, sizeof(REAL4), n, file);
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}
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size_t f_read(REAL4 *x, int n, FILE *file)
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{
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return fread(x + 1, sizeof(REAL4), n, file);
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}
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int savenetdata(Project *pr)
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/*
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**---------------------------------------------------------------
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** Input: none
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** Output: returns error code
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** Purpose: saves input data in original units to binary
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** output file using fixed-sized (4-byte) records
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**---------------------------------------------------------------
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*/
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{
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Network *net = &pr->network;
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Outfile *out = &pr->outfile;
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Report *rpt = &pr->report;
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Quality *qual = &pr->quality;
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Parser *parser = &pr->parser;
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Times *time = &pr->times;
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int i, nmax;
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int errcode = 0;
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INT4 *ibuf;
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REAL4 *x;
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Snode *node;
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FILE *outFile = out->OutFile;
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// Allocate buffer arrays
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nmax = MAX(net->Nnodes, net->Nlinks) + 1;
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nmax = MAX(nmax, 15);
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ibuf = (INT4 *)calloc(nmax, sizeof(INT4));
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x = (REAL4 *)calloc(nmax, sizeof(REAL4));
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ERRCODE(MEMCHECK(ibuf));
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ERRCODE(MEMCHECK(x));
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// Write prolog section of binary output file
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if (!errcode)
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{
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// Write integer variables to outFile
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ibuf[0] = MAGICNUMBER;
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ibuf[1] = 20012; // keep version at 2.00.12 so that GUI will run
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ibuf[2] = net->Nnodes;
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ibuf[3] = net->Ntanks;
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ibuf[4] = net->Nlinks;
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ibuf[5] = net->Npumps;
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ibuf[6] = net->Nvalves;
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ibuf[7] = qual->Qualflag;
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ibuf[8] = qual->TraceNode;
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ibuf[9] = parser->Flowflag;
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ibuf[10] = parser->Pressflag;
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ibuf[11] = rpt->Tstatflag;
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ibuf[12] = (INT4)time->Rstart;
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ibuf[13] = (INT4)time->Rstep;
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ibuf[14] = (INT4)time->Dur;
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fwrite(ibuf, sizeof(INT4), 15, outFile);
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// Write string variables to outFile
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fwrite(pr->Title[0], sizeof(char), TITLELEN + 1, outFile);
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fwrite(pr->Title[1], sizeof(char), TITLELEN + 1, outFile);
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fwrite(pr->Title[2], sizeof(char), TITLELEN + 1, outFile);
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fwrite(parser->InpFname, sizeof(char), MAXFNAME + 1, outFile);
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fwrite(rpt->Rpt2Fname, sizeof(char), MAXFNAME + 1, outFile);
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fwrite(qual->ChemName, sizeof(char), MAXID + 1, outFile);
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fwrite(rpt->Field[QUALITY].Units, sizeof(char), MAXID + 1, outFile);
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// Write node ID information to outFile
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for (i = 1; i <= net->Nnodes; i++)
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{
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node = &net->Node[i];
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fwrite(node->ID, MAXID + 1, 1, outFile);
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}
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// Write link information to outFile
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// (Note: first transfer values to buffer array,
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// then fwrite buffer array at offset of 1 )
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for (i = 1; i <= net->Nlinks; i++)
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{
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fwrite(net->Link[i].ID, MAXID + 1, 1, outFile);
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}
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for (i = 1; i <= net->Nlinks; i++) ibuf[i] = net->Link[i].N1;
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fwrite(ibuf + 1, sizeof(INT4), net->Nlinks, outFile);
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for (i = 1; i <= net->Nlinks; i++) ibuf[i] = net->Link[i].N2;
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fwrite(ibuf + 1, sizeof(INT4), net->Nlinks, outFile);
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for (i = 1; i <= net->Nlinks; i++) ibuf[i] = net->Link[i].Type;
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fwrite(ibuf + 1, sizeof(INT4), net->Nlinks, outFile);
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// Write tank information to outFile
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for (i = 1; i <= net->Ntanks; i++) ibuf[i] = net->Tank[i].Node;
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fwrite(ibuf + 1, sizeof(INT4), net->Ntanks, outFile);
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for (i = 1; i <= net->Ntanks; i++) x[i] = (REAL4)net->Tank[i].A;
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f_save(x, net->Ntanks, outFile);
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// Save node elevations to outFile
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for (i = 1; i <= net->Nnodes; i++)
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{
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x[i] = (REAL4)(net->Node[i].El * pr->Ucf[ELEV]);
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}
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f_save(x, net->Nnodes, outFile);
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// Save link lengths & diameters to outFile
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for (i = 1; i <= net->Nlinks; i++)
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{
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x[i] = (REAL4)(net->Link[i].Len * pr->Ucf[ELEV]);
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}
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f_save(x, net->Nlinks, outFile);
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for (i = 1; i <= net->Nlinks; i++)
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{
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if (net->Link[i].Type != PUMP)
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{
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x[i] = (REAL4)(net->Link[i].Diam * pr->Ucf[DIAM]);
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}
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else x[i] = 0.0f;
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}
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if (f_save(x, net->Nlinks, outFile) < (unsigned)net->Nlinks) errcode = 308;
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}
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// Free memory used for buffer arrays
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free(ibuf);
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free(x);
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return errcode;
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}
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int savehyd(Project *pr, long *htime)
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/*
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**--------------------------------------------------------------
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** Input: *htime = current time
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** Output: returns error code
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** Purpose: saves current hydraulic solution to file HydFile
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** in binary format
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**--------------------------------------------------------------
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*/
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{
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Network *net = &pr->network;
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Outfile *out = &pr->outfile;
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Hydraul *hyd = &pr->hydraul;
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int i;
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INT4 t;
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int errcode = 0;
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REAL4 *x;
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FILE *HydFile = out->HydFile;
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x = (REAL4 *)calloc(MAX(net->Nnodes, net->Nlinks) + 1, sizeof(REAL4));
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if (x == NULL) return 101;
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// Save current time (htime)
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t = (INT4)(*htime);
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fwrite(&t, sizeof(INT4), 1, HydFile);
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// Save current nodal demands (D)
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for (i = 1; i <= net->Nnodes; i++) x[i] = (REAL4)hyd->NodeDemand[i];
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fwrite(x + 1, sizeof(REAL4), net->Nnodes, HydFile);
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//f_save(x, net->Nnodes, HydFile);
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// Save current nodal heads
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for (i = 1; i <= net->Nnodes; i++) x[i] = (REAL4)hyd->NodeHead[i];
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fwrite(x + 1, sizeof(REAL4), net->Nnodes, HydFile);
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//f_save(x, net->Nnodes, HydFile);
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// Force flow in closed links to be zero then save flows
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for (i = 1; i <= net->Nlinks; i++)
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{
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if (hyd->LinkStatus[i] <= CLOSED) x[i] = 0.0f;
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else x[i] = (REAL4)hyd->LinkFlow[i];
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}
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fwrite(x + 1, sizeof(REAL4), net->Nlinks, HydFile);
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//f_save(x, net->Nlinks, HydFile);
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// Save link status
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for (i = 1; i <= net->Nlinks; i++) x[i] = (REAL4)hyd->LinkStatus[i];
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fwrite(x + 1, sizeof(REAL4), net->Nlinks, HydFile);
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//f_save(x, net->Nlinks, HydFile);
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// Save link settings & check for successful write-to-disk
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// (We assume that if any of the previous fwrites failed,
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// then this one will also fail.)
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for (i = 1; i <= net->Nlinks; i++) x[i] = (REAL4)hyd->LinkSetting[i];
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if (fwrite(x + 1, sizeof(REAL4), net->Nlinks, HydFile) <
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(unsigned)net->Nlinks
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) errcode = 308;
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//if (f_save(x, net->Nlinks, HydFile) < (unsigned)net->Nlinks) errcode = 308;
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free(x);
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fflush(HydFile);
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return errcode;
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}
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int savehydstep(Project *pr, long *hydstep)
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/*
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**--------------------------------------------------------------
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** Input: *hydstep = next time step
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** Output: returns error code
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** Purpose: saves next hydraulic timestep to file HydFile
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** in binary format
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**--------------------------------------------------------------
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*/
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{
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Outfile *out = &pr->outfile;
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INT4 t;
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int errcode = 0;
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t = (INT4)(*hydstep);
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if (fwrite(&t, sizeof(INT4), 1, out->HydFile) < 1) errcode = 308;
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if (t == 0) fputc(EOFMARK, out->HydFile);
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fflush(out->HydFile);
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return errcode;
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}
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int saveenergy(Project *pr)
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/*
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**--------------------------------------------------------------
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** Input: none
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** Output: returns error code
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** Purpose: saves energy usage by each pump to outFile
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** in binary format
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**--------------------------------------------------------------
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*/
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{
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Network *net = &pr->network;
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Hydraul *hyd = &pr->hydraul;
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Outfile *out = &pr->outfile;
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Parser *parser = &pr->parser;
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Times *time = &pr->times;
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int i;
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INT4 index;
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REAL4 x[6]; // work array
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double hdur, // total simulation duration in hours
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t; // total pumping time duration
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Spump *pump;
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FILE *outFile = out->OutFile;
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hdur = time->Dur / 3600.0;
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for (i = 1; i <= net->Npumps; i++)
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{
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pump = &net->Pump[i];
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if (hdur == 0.0) pump->Energy.TotalCost *= 24.0;
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else
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{
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// ... convert total hrs. online to fraction of total time online
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t = pump->Energy.TimeOnLine; //currently holds total hrs. online
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pump->Energy.TimeOnLine = t / hdur;
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// ... convert cumulative values to time-averaged ones
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if (t > 0.0)
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{
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pump->Energy.Efficiency /= t;
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pump->Energy.KwHrsPerFlow /= t;
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pump->Energy.KwHrs /= t;
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}
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// ... convert total cost to cost per day
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pump->Energy.TotalCost *= 24.0 / hdur;
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}
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// ... express time online and avg. efficiency as percentages
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pump->Energy.TimeOnLine *= 100.0;
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pump->Energy.Efficiency *= 100.0;
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// ... compute KWH per Million Gallons or per Cubic Meter
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if (parser->Unitsflag == SI)
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{
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pump->Energy.KwHrsPerFlow *= (1000. / LPSperCFS / 3600.);
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}
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else pump->Energy.KwHrsPerFlow *= (1.0e6 / GPMperCFS / 60.);
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// ... save energy stats to REAL4 work array
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x[0] = (REAL4)pump->Energy.TimeOnLine;
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x[1] = (REAL4)pump->Energy.Efficiency;
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x[2] = (REAL4)pump->Energy.KwHrsPerFlow;
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x[3] = (REAL4)pump->Energy.KwHrs;
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x[4] = (REAL4)pump->Energy.MaxKwatts;
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x[5] = (REAL4)pump->Energy.TotalCost;
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// ... save energy results to output file
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index = pump->Link;
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if (fwrite(&index, sizeof(INT4), 1, outFile) < 1) return 308;
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if (fwrite(x, sizeof(REAL4), 6, outFile) < 6) return 308;
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}
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// ... compute and save demand charge
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hyd->Emax = hyd->Emax * hyd->Dcost;
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x[0] = (REAL4)hyd->Emax;
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if (fwrite(&x[0], sizeof(REAL4), 1, outFile) < 1) return 308;
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return (0);
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}
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int readhyd(Project *pr, long *hydtime)
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/*
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**--------------------------------------------------------------
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** Input: none
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** Output: *hydtime = time of hydraulic solution
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** Returns: 1 if successful, 0 if not
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** Purpose: reads hydraulic solution from file HydFile
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**
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** NOTE: A hydraulic solution consists of the current time
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** (hydtime), nodal demands (D) and heads (H), link
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** flows (Q), link status (S), and link settings (K).
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**--------------------------------------------------------------
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*/
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{
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Network *net = &pr->network;
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Hydraul *hyd = &pr->hydraul;
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Outfile *out = &pr->outfile;
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int i;
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INT4 t;
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int result = 1;
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REAL4 *x;
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FILE *HydFile = out->HydFile;
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x = (REAL4 *)calloc(MAX(net->Nnodes, net->Nlinks) + 1, sizeof(REAL4));
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if (x == NULL) return 0;
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if (fread(&t, sizeof(INT4), 1, HydFile) < 1) result = 0;
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*hydtime = t;
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if (f_read(x, net->Nnodes, HydFile) < (unsigned)net->Nnodes) result = 0;
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else for (i = 1; i <= net->Nnodes; i++) hyd->NodeDemand[i] = x[i];
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if (f_read(x, net->Nnodes, HydFile) < (unsigned)net->Nnodes) result = 0;
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else for (i = 1; i <= net->Nnodes; i++) hyd->NodeHead[i] = x[i];
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if (f_read(x, net->Nlinks, HydFile) < (unsigned)net->Nlinks) result = 0;
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else for (i = 1; i <= net->Nlinks; i++) hyd->LinkFlow[i] = x[i];
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if (f_read(x, net->Nlinks, HydFile) < (unsigned)net->Nlinks) result = 0;
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else for (i = 1; i <= net->Nlinks; i++) hyd->LinkStatus[i] = (StatusType)x[i];
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if (f_read(x, net->Nlinks, HydFile) < (unsigned)net->Nlinks) result = 0;
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else for (i = 1; i <= net->Nlinks; i++) hyd->LinkSetting[i] = x[i];
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free(x);
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return result;
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}
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int readhydstep(Project *pr, long *hydstep)
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/*
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**--------------------------------------------------------------
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** Input: none
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** Output: *hydstep = next hydraulic time step (sec)
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** Returns: 1 if successful, 0 if not
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** Purpose: reads hydraulic time step from file HydFile
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**--------------------------------------------------------------
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*/
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{
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FILE *hydFile = pr->outfile.HydFile;
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INT4 t;
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if (fread(&t, sizeof(INT4), 1, hydFile) < 1) return 0;
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*hydstep = t;
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return 1;
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}
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int saveoutput(Project *pr)
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/*
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**--------------------------------------------------------------
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** Input: none
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** Output: returns error code
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** Purpose: writes simulation results to output file
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**--------------------------------------------------------------
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*/
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{
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Network *net = &pr->network;
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int j;
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int errcode = 0;
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REAL4 *x;
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x = (REAL4 *)calloc(MAX(net->Nnodes, net->Nlinks) + 1, sizeof(REAL4));
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if (x == NULL) return 101;
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// Write out node results, then link results
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for (j = DEMAND; j <= QUALITY; j++) ERRCODE(nodeoutput(pr, j, x, pr->Ucf[j]));
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for (j = FLOW; j <= FRICTION; j++) ERRCODE(linkoutput(pr, j, x, pr->Ucf[j]));
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free(x);
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return errcode;
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}
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int nodeoutput(Project *pr, int j, REAL4 *x, double ucf)
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/*
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**--------------------------------------------------------------
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** Input: j = type of node variable
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** *x = buffer for node values
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** ucf = units conversion factor
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** Output: returns error code
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** Purpose: writes results for node variable j to output file
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**-----------------------------------------------------------------
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*/
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{
|
Network *net = &pr->network;
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Hydraul *hyd = &pr->hydraul;
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Quality *qual = &pr->quality;
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Outfile *out = &pr->outfile;
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int i;
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FILE *outFile = out->TmpOutFile;
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// Load computed results (in proper units) into buffer x
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switch (j)
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{
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case DEMAND:
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for (i = 1; i <= net->Nnodes; i++)
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{
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x[i] = (REAL4)(hyd->NodeDemand[i] * ucf);
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}
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break;
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case HEAD:
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for (i = 1; i <= net->Nnodes; i++)
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{
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x[i] = (REAL4)(hyd->NodeHead[i] * ucf);
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}
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break;
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case PRESSURE:
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for (i = 1; i <= net->Nnodes; i++)
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{
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x[i] = (REAL4)((hyd->NodeHead[i] - net->Node[i].El) * ucf);
|
}
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break;
|
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case QUALITY:
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for (i = 1; i <= net->Nnodes; i++)
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{
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x[i] = (REAL4)(qual->NodeQual[i] * ucf);
|
}
|
}
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// Write x[1] to x[net->Nnodes] to output file
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if (f_save(x, net->Nnodes, outFile) < (unsigned)net->Nnodes) return 308;
|
return 0;
|
}
|
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int linkoutput(Project *pr, int j, REAL4 *x, double ucf)
|
/*
|
**----------------------------------------------------------------
|
** Input: j = type of link variable
|
** *x = buffer for link values
|
** ucf = units conversion factor
|
** Output: returns error code
|
** Purpose: writes results for link variable j to output file
|
**----------------------------------------------------------------
|
*/
|
{
|
Network *net = &pr->network;
|
Hydraul *hyd = &pr->hydraul;
|
Quality *qual = &pr->quality;
|
Outfile *out = &pr->outfile;
|
|
int i;
|
double a, h, q, f, setting;
|
FILE *outFile = out->TmpOutFile;
|
|
// Load computed results (in proper units) into buffer x
|
switch (j)
|
{
|
case FLOW:
|
for (i = 1; i <= net->Nlinks; i++)
|
{
|
x[i] = (REAL4)(hyd->LinkFlow[i] * ucf);
|
}
|
break;
|
|
case VELOCITY:
|
for (i = 1; i <= net->Nlinks; i++)
|
{
|
if (net->Link[i].Type == PUMP) x[i] = 0.0f;
|
else
|
{
|
q = ABS(hyd->LinkFlow[i]);
|
a = PI * SQR(net->Link[i].Diam) / 4.0;
|
x[i] = (REAL4)(q / a * ucf);
|
}
|
}
|
break;
|
|
case HEADLOSS:
|
for (i = 1; i <= net->Nlinks; i++)
|
{
|
if (hyd->LinkStatus[i] <= CLOSED) x[i] = 0.0f;
|
else
|
{
|
h = hyd->NodeHead[net->Link[i].N1] -
|
hyd->NodeHead[net->Link[i].N2];
|
if (net->Link[i].Type != PUMP) h = ABS(h);
|
if (net->Link[i].Type <= PIPE)
|
{
|
x[i] = (REAL4)(1000.0 * h / net->Link[i].Len);
|
}
|
else x[i] = (REAL4)(h * ucf);
|
}
|
}
|
break;
|
|
case LINKQUAL:
|
for (i = 1; i <= net->Nlinks; i++)
|
{
|
x[i] = (REAL4)(avgqual(pr,i) * ucf);
|
}
|
break;
|
|
case STATUS:
|
for (i = 1; i <= net->Nlinks; i++)
|
{
|
x[i] = (REAL4)hyd->LinkStatus[i];
|
}
|
break;
|
|
case SETTING:
|
for (i = 1; i <= net->Nlinks; i++)
|
{
|
setting = hyd->LinkSetting[i];
|
if (setting != MISSING) switch (net->Link[i].Type)
|
{
|
case CVPIPE:
|
case PIPE:
|
x[i] = (REAL4)setting; break;
|
case PUMP:
|
x[i] = (REAL4)setting; break;
|
case PRV:
|
case PSV:
|
case PBV:
|
x[i] = (REAL4)(setting * pr->Ucf[PRESSURE]); break;
|
case FCV:
|
x[i] = (REAL4)(setting * pr->Ucf[FLOW]); break;
|
case TCV:
|
x[i] = (REAL4)setting; break;
|
default: x[i] = 0.0f;
|
}
|
else x[i] = 0.0f;
|
}
|
break;
|
|
case REACTRATE: // Overall reaction rate in mass/L/day
|
if (qual->Qualflag == NONE)
|
{
|
memset(x, 0, (net->Nlinks + 1) * sizeof(REAL4));
|
}
|
else for (i = 1; i <= net->Nlinks; i++)
|
{
|
x[i] = (REAL4)(qual->PipeRateCoeff[i] * ucf);
|
}
|
break;
|
|
case FRICTION: // Friction factor
|
// f = 2ghd/(Lu^2) where f = friction factor
|
// u = velocity, g = grav. accel., h = head loss
|
//loss, d = diam., & L = pipe length
|
for (i = 1; i <= net->Nlinks; i++)
|
{
|
if (net->Link[i].Type <= PIPE && ABS(hyd->LinkFlow[i]) > TINY)
|
{
|
h = ABS(hyd->NodeHead[net->Link[i].N1] -
|
hyd->NodeHead[net->Link[i].N2]);
|
f = 39.725 * h * pow(net->Link[i].Diam, 5) /
|
net->Link[i].Len / SQR(hyd->LinkFlow[i]);
|
x[i] = (REAL4)f;
|
}
|
else x[i] = 0.0f;
|
}
|
break;
|
}
|
|
// Write x[1] to x[net->Nlinks] to output file
|
if (f_save(x, net->Nlinks, outFile) < (unsigned)net->Nlinks) return 308;
|
return 0;
|
}
|
|
int savefinaloutput(Project *pr)
|
/*
|
**--------------------------------------------------------------
|
** Input: none
|
** Output: returns error code
|
** Purpose: saves time series statistics, reaction rates &
|
** epilog to output file.
|
**--------------------------------------------------------------
|
*/
|
{
|
Network *net = &pr->network;
|
Outfile *out = &pr->outfile;
|
Report *rpt = &pr->report;
|
Quality *qual = &pr->quality;
|
|
int errcode = 0;
|
REAL4 *x;
|
FILE *outFile = out->OutFile;
|
|
// Save time series statistic if computed
|
if (rpt->Tstatflag != SERIES && out->TmpOutFile != NULL)
|
{
|
x = (REAL4 *)calloc(MAX(net->Nnodes, net->Nlinks) + 1, sizeof(REAL4));
|
if (x == NULL) return 101;
|
ERRCODE(savetimestat(pr, x, NODEHDR));
|
ERRCODE(savetimestat(pr, x, LINKHDR));
|
if (!errcode) rpt->Nperiods = 1;
|
fclose(out->TmpOutFile);
|
out->TmpOutFile = NULL;
|
free(x);
|
}
|
|
// Save avg. reaction rates & file epilog
|
if (outFile != NULL)
|
{
|
ERRCODE(savenetreacts(pr, qual->Wbulk, qual->Wwall, qual->Wtank,
|
qual->Wsource));
|
ERRCODE(saveepilog(pr));
|
}
|
return errcode;
|
}
|
|
int savetimestat(Project *pr, REAL4 *x, HdrType objtype)
|
/*
|
**--------------------------------------------------------------
|
** Input: *x = buffer for node values
|
** objtype = NODEHDR (for nodes) or LINKHDR (for links)
|
** Output: returns error code
|
** Purpose: computes time series statistic for nodes or links
|
** and saves to normal output file.
|
**
|
** NOTE: This routine is dependent on how the output reporting
|
** variables were assigned to FieldType in TYPES.H.
|
**--------------------------------------------------------------
|
*/
|
{
|
Network *net = &pr->network;
|
Hydraul *hyd = &pr->hydraul;
|
Quality *qual = &pr->quality;
|
Outfile *out = &pr->outfile;
|
Report *rpt = &pr->report;
|
|
int n, n1, n2;
|
int i, j, p, errcode = 0;
|
long startbyte, skipbytes;
|
float *stat1, *stat2, xx;
|
FILE *outFile = out->OutFile;
|
|
// Compute number of bytes in temp output file to skip over (skipbytes)
|
// when moving from one time period to the next for a particular variable
|
if (objtype == NODEHDR)
|
{
|
// For nodes, we start at 0 and skip over node output for all
|
// node variables minus 1 plus link output for all link variables.
|
startbyte = 0;
|
skipbytes = (net->Nnodes * (QUALITY - DEMAND) +
|
net->Nlinks * (FRICTION - FLOW + 1)) * sizeof(REAL4);
|
n = net->Nnodes;
|
n1 = DEMAND;
|
n2 = QUALITY;
|
}
|
else
|
{
|
// For links, we start at the end of all node variables and skip
|
// over node output for all node variables plus link output for
|
// all link variables minus 1
|
startbyte = net->Nnodes * (QUALITY - DEMAND + 1) * sizeof(REAL4);
|
skipbytes = (net->Nnodes * (QUALITY - DEMAND + 1) +
|
net->Nlinks * (FRICTION - FLOW)) * sizeof(REAL4);
|
n = net->Nlinks;
|
n1 = FLOW;
|
n2 = FRICTION;
|
}
|
stat1 = (float *)calloc(n + 1, sizeof(float));
|
stat2 = (float *)calloc(n + 1, sizeof(float));
|
ERRCODE(MEMCHECK(stat1));
|
ERRCODE(MEMCHECK(stat2));
|
|
// Process each output reporting variable
|
if (!errcode) for (j = n1; j <= n2; j++)
|
{
|
// Initialize stat arrays
|
if (rpt->Tstatflag == AVG) memset(stat1, 0, (n + 1) * sizeof(float));
|
else for (i = 1; i <= n; i++)
|
{
|
stat1[i] = -MISSING;
|
stat2[i] = MISSING;
|
}
|
|
// Position temp output file at start of output
|
fseek(out->TmpOutFile, startbyte + (j - n1) * n * sizeof(REAL4),
|
SEEK_SET);
|
|
// Process each time period
|
for (p = 1; p <= rpt->Nperiods; p++)
|
{
|
// Get output results for time period & update stats
|
f_read(x, n, out->TmpOutFile);
|
for (i = 1; i <= n; i++)
|
{
|
xx = x[i];
|
if (objtype == LINKHDR)
|
{
|
if (j == FLOW) xx = ABS(xx);
|
if (j == STATUS)
|
{
|
if (xx >= OPEN) xx = 1.0;
|
else xx = 0.0;
|
}
|
}
|
if (rpt->Tstatflag == AVG) stat1[i] += xx;
|
else
|
{
|
stat1[i] = MIN(stat1[i], xx);
|
stat2[i] = MAX(stat2[i], xx);
|
}
|
}
|
|
// Advance file to next period
|
if (p < rpt->Nperiods) fseek(out->TmpOutFile, skipbytes, SEEK_CUR);
|
}
|
|
// Compute resultant stat & save to regular output file
|
switch (rpt->Tstatflag)
|
{
|
case AVG:
|
for (i = 1; i <= n; i++) x[i] = stat1[i] / (float)rpt->Nperiods;
|
break;
|
case MIN:
|
for (i = 1; i <= n; i++) x[i] = stat1[i];
|
break;
|
case MAX:
|
for (i = 1; i <= n; i++) x[i] = stat2[i];
|
break;
|
case RANGE:
|
for (i = 1; i <= n; i++) x[i] = stat2[i] - stat1[i];
|
break;
|
}
|
if (objtype == LINKHDR && j == STATUS)
|
{
|
for (i = 1; i <= n; i++)
|
{
|
if (x[i] < 0.5f) x[i] = CLOSED;
|
else x[i] = OPEN;
|
}
|
}
|
if (f_save(x, n, outFile) < (unsigned)n) errcode = 308;
|
|
// Update internal output variables where applicable
|
if (objtype == NODEHDR) switch (j)
|
{
|
case DEMAND:
|
for (i = 1; i <= n; i++) hyd->NodeDemand[i] = x[i] / pr->Ucf[DEMAND];
|
break;
|
case HEAD:
|
for (i = 1; i <= n; i++) hyd->NodeHead[i] = x[i] / pr->Ucf[HEAD];
|
break;
|
case QUALITY:
|
for (i = 1; i <= n; i++) qual->NodeQual[i] = x[i] / pr->Ucf[QUALITY];
|
break;
|
}
|
else if (j == FLOW)
|
{
|
for (i = 1; i <= n; i++) hyd->LinkFlow[i] = x[i] / pr->Ucf[FLOW];
|
}
|
}
|
|
// Free allocated memory
|
free(stat1);
|
free(stat2);
|
return errcode;
|
}
|
|
int savenetreacts(Project *pr, double wbulk, double wwall, double wtank, double wsource)
|
/*
|
**-----------------------------------------------------
|
** Writes average network-wide reaction rates (in
|
** mass/hr) to binary output file.
|
**-----------------------------------------------------
|
*/
|
{
|
Outfile *out = &pr->outfile;
|
Times *time = &pr->times;
|
|
int errcode = 0;
|
double t;
|
REAL4 w[4];
|
FILE *outFile = out->OutFile;
|
|
if (time->Dur > 0) t = (double)time->Dur / 3600.;
|
else t = 1.;
|
w[0] = (REAL4)(wbulk / t);
|
w[1] = (REAL4)(wwall / t);
|
w[2] = (REAL4)(wtank / t);
|
w[3] = (REAL4)(wsource / t);
|
if (fwrite(w, sizeof(REAL4), 4, outFile) < 4) errcode = 308;
|
return errcode;
|
}
|
|
int saveepilog(Project *pr)
|
/*
|
**-------------------------------------------------
|
** Writes Nperiods, Warnflag, & Magic Number to
|
** end of binary output file.
|
**-------------------------------------------------
|
*/
|
{
|
Outfile *out = &pr->outfile;
|
Report *rpt = &pr->report;
|
|
int errcode = 0;
|
INT4 i;
|
FILE *outFile = out->OutFile;
|
|
i = rpt->Nperiods;
|
if (fwrite(&i, sizeof(INT4), 1, outFile) < 1) errcode = 308;
|
i = pr->Warnflag;
|
if (fwrite(&i, sizeof(INT4), 1, outFile) < 1) errcode = 308;
|
i = MAGICNUMBER; if (fwrite(&i, sizeof(INT4), 1, outFile) < 1) errcode = 308;
|
return errcode;
|
}
|