more stepwise mods

build/Xcode/epanet/epanet.xcodeproj/project.pbxproj

@@ -56,13 +56,6 @@
 			remoteGlobalIDString = D2AAC0620554660B00DB518D;
 			remoteInfo = epanet;
 		};
-		22EF555816BC7FCC00F3988A /* PBXContainerItemProxy */ = {
-			isa = PBXContainerItemProxy;
-			containerPortal = 08FB7793FE84155DC02AAC07 /* Project object */;
-			proxyType = 1;
-			remoteGlobalIDString = D2AAC0620554660B00DB518D;
-			remoteInfo = epanet;
-		};
 /* End PBXContainerItemProxy section */
 
 /* Begin PBXCopyFilesBuildPhase section */
@@ -256,7 +249,6 @@
 			buildRules = (
 			);
 			dependencies = (
-				22EF555916BC7FCC00F3988A /* PBXTargetDependency */,
 			);
 			name = TestLemonTiger;
 			productName = TestLemonTiger;
@@ -364,11 +356,6 @@
 			target = D2AAC0620554660B00DB518D /* epanet */;
 			targetProxy = 22322FAF1068370B00641384 /* PBXContainerItemProxy */;
 		};
-		22EF555916BC7FCC00F3988A /* PBXTargetDependency */ = {
-			isa = PBXTargetDependency;
-			target = D2AAC0620554660B00DB518D /* epanet */;
-			targetProxy = 22EF555816BC7FCC00F3988A /* PBXContainerItemProxy */;
-		};
 /* End PBXTargetDependency section */
 
 /* Begin XCBuildConfiguration section */

src/hydraul.c

@@ -1049,14 +1049,23 @@ void  tanklevels(long tstep)
 
       /* Update the tank's volume & water elevation */
       n = Tank[i].Node;
-      dv = D[n]*tstep;
+
-      Tank[i].V += dv;
+      // only adjust tank volume if we're in sequential mode.
+      // otherwise, the tankmixing function will do it for us.
+      if (!OpenQflag) {
+        dv = D[n]*tstep;
+        Tank[i].V += dv;
+      }
 
       /*** Updated 6/24/02 ***/
       /* Check if tank full/empty within next second */
-      if (Tank[i].V + D[n] >= Tank[i].Vmax) Tank[i].V = Tank[i].Vmax;
+      if (Tank[i].V + D[n] >= Tank[i].Vmax) {
-      if (Tank[i].V - D[n] <= Tank[i].Vmin) Tank[i].V = Tank[i].Vmin;
+        Tank[i].V = Tank[i].Vmax;
-
+      }
+      else if (Tank[i].V - D[n] <= Tank[i].Vmin) {
+        Tank[i].V = Tank[i].Vmin;
+      }
+      
       H[n] = tankgrade(i,Tank[i].V);
    }
 }                       /* End of tanklevels */

src/quality.c

@@ -1005,21 +1005,28 @@ void  updatetanks(long dt)
    /* Examine each reservoir & tank */
    for (i=1; i<=Ntanks; i++)
    {
-
+      n = Tank[i].Node;
+     
       /* Use initial quality for reservoirs */
       if (Tank[i].A == 0.0)
       {
-         n = Tank[i].Node;
          C[n] = Node[n].C0;
       }
 
       /* Update tank WQ based on mixing model */
-      else switch(Tank[i].MixModel)
+      else {
-      {
+        switch(Tank[i].MixModel)
-         case MIX2: tankmix2(i,dt); break;
+        {
-         case FIFO: tankmix3(i,dt); break;
+          case MIX2: tankmix2(i,dt); break;
-         case LIFO: tankmix4(i,dt); break;
+          case FIFO: tankmix3(i,dt); break;
-         default:   tankmix1(i,dt); break;
+          case LIFO: tankmix4(i,dt); break;
+          default:   tankmix1(i,dt); break;
+        }
+        
+        // if we're operating in stepwise mode, we'll need to update tank head conditions
+        if (OpenHflag) {
+          H[n] = tankgrade(i,Tank[i].V);
+        }
       }
    }
 }
@@ -1076,10 +1083,7 @@ void  tankmix1(int i, long dt)
    /* Determine tank & volumes */
    vold = Tank[i].V;
    n = Tank[i].Node;
-  if (!OpenHflag) {
+   Tank[i].V += D[n]*dt;
-    Tank[i].V += D[n]*dt;
-  }
-   
    vin  = VolIn[n];
 
    /* Compute inflow concen. */

src/testLemonTiger.cpp

@@ -6,7 +6,8 @@
 using namespace std;
 
 void checkErr(int err, std::string function);
-void stats();
+void hydStats();
+void qualStats();
 
 int main(int argc, char * argv[]) {
   
@@ -37,7 +38,7 @@ int main(int argc, char * argv[]) {
       checkErr( ENrunH(&simulationTime), "ENrunH" );
       checkErr( ENnextH(&nextEventH), "ENnextH" );
       
-      stats();
+      hydStats();
       
       // gather hydraulic results
       
@@ -51,23 +52,11 @@ int main(int argc, char * argv[]) {
     checkErr( ENinitQ(EN_SAVE), "ENinitQ" );
     
     do {
-      //long htime;
-      
-      //ENgettimeparam(EN_HTIME, &htime);
-      //cout << "Htime = " << htime << endl;
       
       checkErr( ENrunQ(&simulationTime), "ENrunQ" );
-      
-      //ENgettimeparam(EN_HTIME, &htime);
-      //cout << "Htime = " << htime << endl;
-      
       checkErr( ENnextQ(&nextEventH), "ENstepQ" );
       
-      //ENgettimeparam(EN_HTIME, &htime);
+      qualStats();
-      //cout << "Htime = " << htime << endl;
-      
-      // wq results
-      //cout << simulationTime << "\t\t" << nextEventH << endl;
       
     } while (nextEventH > 0);
     // water quality is done
@@ -85,7 +74,7 @@ int main(int argc, char * argv[]) {
     /* stepwise solver (LemonTiger) */
     cout << "*****LemonTiger results******" << endl;
     
-    checkErr( ENopen(argv[1], argv[2], "out2.bin"), "ENopen" );
+    checkErr( ENopen(argv[1], argv[2], (char*)"out2.bin"), "ENopen" );
     
     checkErr( ENopenH(), "ENopenH" );
     checkErr( ENinitH(EN_NOSAVE), "ENinitH" );
@@ -105,7 +94,8 @@ int main(int argc, char * argv[]) {
       checkErr( ENnextH(&nextEventH), "ENnextH" );
       checkErr( ENnextQ(&nextEventQ), "ENstepQ" );
       
-      stats();
+      //hydStats();
+      qualStats();
       
       // wq results
       //cout << simulationTime << "\t\t" << nextEventH << endl;
@@ -126,14 +116,24 @@ int main(int argc, char * argv[]) {
 
 
 
-void stats() {
+void hydStats() {
   long htime;
   int nodeIndex;
-  float head, volume;
+  float head;
   ENgettimeparam(EN_HTIME, &htime);
   ENgetnodeindex((char*)"1", &nodeIndex);
   ENgetnodevalue(nodeIndex, EN_HEAD, &head);
-  cout << htime << "\t\t" << head << endl;
+  cout << htime << "\t\th = " << head << endl;
+}
+
+void qualStats() {
+  long htime;
+  int nodeIndex;
+  float quality;
+  ENgettimeparam(EN_HTIME, &htime);
+  ENgetnodeindex((char*)"1", &nodeIndex);
+  ENgetnodevalue(nodeIndex, EN_QUALITY, &quality);
+  cout << htime << "\t\tc = " << quality << endl;
 }
 
 

test/Net3.inp

@@ -311,6 +311,7 @@ Link 330 OPEN IF Node 1 ABOVE 19.1
 [QUALITY]
 ;Node            	InitQual
 
+
 [SOURCES]
 ;Node            	Type        	Quality     	Pattern
 
@@ -331,7 +332,7 @@ Link 330 OPEN IF Node 1 ABOVE 19.1
 ;Tank            	Model
 
 [TIMES]
- Duration           	6:00 
+ Duration           	24:00 
  Hydraulic Timestep 	1:00 
  Quality Timestep   	0:05 
  Pattern Timestep   	1:00