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c89 conformance

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This commit is contained in:
Sam Hatchett
2015-06-12 10:34:40 -04:00
parent dfe879af19
commit bee95a6ee2
1 changed files with 10 additions and 9 deletions
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19
src/quality.c
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@@ -222,7 +222,8 @@ int runqual(long *t)
long hydtime; /* Hydraulic solution time */
long hydstep; /* Hydraulic time step */
int errcode = 0;
int i;
/* Update reported simulation time */
*t = Qtime;
@@ -240,7 +241,7 @@ int runqual(long *t)
QTankVolumes[i-1] = Tank[i].V;
}
for (int i=1; i<= Nlinks; ++i)
for (i=1; i<= Nlinks; ++i)
{
if (LinkStatus[i] <= CLOSED) {
QLinkFlow[i-1] = Q[i];
@@ -251,11 +252,11 @@ int runqual(long *t)
}
else {
// stepwise calculation
for (int i=1; i<= Ntanks; ++i) {
for (i=1; i<= Ntanks; ++i) {
QTankVolumes[i-1] = Tank[i].V;
}
for (int i=1; i<= Nlinks; ++i)
for (i=1; i<= Nlinks; ++i)
{
if (LinkStatus[i] <= CLOSED) {
QLinkFlow[i-1] = Q[i];
@@ -281,7 +282,7 @@ int nextqual(long *tstep)
{
long hydstep; /* Hydraulic solution time step */
int errcode = 0;
int i;
/* Determine time step */
*tstep = 0;
@@ -302,7 +303,7 @@ int nextqual(long *tstep)
}
// restore the previous step's tank volumes
for (int i=1; i<=Ntanks; i++) {
for (i=1; i<=Ntanks; i++) {
if (Tank[i].A != 0) { // skip reservoirs again
int n = Tank[i].Node;
Tank[i].V = QTankVolumes[i-1];
@@ -311,7 +312,7 @@ int nextqual(long *tstep)
}
// restore the previous step's pipe link flows
for (int i=1; i<=Nlinks; i++) {
for (i=1; i<=Nlinks; i++) {
if (LinkStatus[i] <= CLOSED) {
Q[i] = 0.0;
}
@@ -332,7 +333,7 @@ int nextqual(long *tstep)
// restore tank levels to post-runH state, if needed.
if (OpenHflag) {
for (int i=1; i<=Ntanks; i++) {
for (i=1; i<=Ntanks; i++) {
if (Tank[i].A != 0) { // skip reservoirs again
int n = Tank[i].Node;
Tank[i].V = tankVolumes[i-1];
@@ -340,7 +341,7 @@ int nextqual(long *tstep)
}
}
for (int i=1; i<=Nlinks; ++i) {
for (i=1; i<=Nlinks; ++i) {
if (LinkStatus[i] <= CLOSED) {
Q[i] = QLinkFlow[i-1];
}