package model;
//根据当前水位和来水量确定下泄流量
public class GetDischargeAmount {
//涨洪时对荆江进行补偿调度
public double DischargeAmountJingjiang(double A,double B,double B1,double B2,double B3,double C,double d,double F) //A当前水位；B当前入流量;F当前库容；d为前段时间泄流量
{
double f=F+(B-55000)*24*3600/1000/1000/100;//预计算库容
double ControlAmount=0;//控制下泄流量
double TOTAL=B1+B2+B3;//预报三天总来水量
double Y=0;//Y为逐步增加量
double D=0;//实际泄流量
if(A<171)
{
if(TOTAL>=76000*3)
{
ControlAmount=Math.min(76000, d+5000);
}
else if(f<171.5)
{
ControlAmount=((F-171.5)*1000*1000*100+B*24*3600)/24/3600;//当预算水位低于145米时下泄流量
}
else
{
//逐步提高下泄流量
if(d>55000)
{
ControlAmount=Math.max(d-5000, 55000);//前泄流量高于55000且后续来水不大时，逐步降低泄流量至55000
}
else
{
ControlAmount=55000;
}
}
}
else if(A<=175)
{
if(TOTAL>76000*3)
{
ControlAmount=Math.min(76000, d+5000);
}
//下泄流量逐步增加到76000，泄流量变幅约束
else
{
if(d>76000)
{
ControlAmount=Math.max(d-5000, 76000);
}
else
{
if(B>=85000)
{
Y=5000;
}
else if(B>=75000)
{
Y=5000;
}
else if(B>=65000)
{
Y=3000;
}
else if(B>=55000)
{
Y=1000;
}
else
{
Y=1000;
}
d=d+Y;
ControlAmount=Math.min(d, 76000);
}
}
}
else
{
if(B>=95000)
{
Y=5000;
}
else if(B>=80000)
{
Y=3000;
}
else
{
Y=2000;
}
d=d+Y;
if(d>=B)
{
ControlAmount=Math.max(B, 60000);
}
else
{
ControlAmount=Math.max(d, 60000);
}
}
if(ControlAmount<=C)
{
D=ControlAmount;
}
else
{
D=C;
}
return D;
}
//退洪时对荆江进行补偿调度
public double DischargeAmountJingjiangInRession(double A,double B,double B1,double B2,double B3,double C,double d,double F) //A当前水位；B当前入流量;F当前库容
{
double f=F+(B-55000)*24*3600/1000/1000/100;//预计算库容
double ControlAmount;//控制下泄流量
double TOTAL=B1+B2+B3;//预报三天总来水量
double X=0;//X为逐步降低量
double D;//实际下泄量
if(A<171)
{
if(TOTAL>=76000*3)
{
ControlAmount=Math.min(76000, d+5000);
}
else if(f<171.5)
{
ControlAmount=((F-171.5)*1000*1000*100+B*24*3600)/24/3600;//当预算水位低于145米时下泄流量
}
else
{
if(d>55000)
{//控制荆江下泄流量变幅
if(B>=85000)
{
X=2000;
}
else if(B>=75000)
{
X=3000;
}
else
{
X=5000;
}
d=d-X;
ControlAmount=Math.max(d, 55000);
}
else
{
ControlAmount=Math.max(d-5000, 55000);
}
}
}
else if(A<=175)//对荆江调度
{
if(TOTAL>=76000*3)
{
ControlAmount=Math.min(76000, d+5000);
}
else if(d>55000)
{
if(B>=85000)
{
X=2000;
}
else if(B>=75000)
{
X=3000;
}
else
{
X=5000;
}
d=d-X;
ControlAmount=Math.max(d, 55000);
}
else
{
ControlAmount=Math.max(d-5000, 55000);
}
}
else
{
double b;
if(d-B>5000)
{
b=d-5000;
}
else
{
b=B;
}
ControlAmount=Math.max(60000.0, b);
}
if(ControlAmount<=C)
{
D=ControlAmount;
}
else
{
D=C;
}
return D;
}
//涨洪时对城陵矶进行补偿调度
public double DischargeAmountChenglingji(double A,double B,double B1,double B2,double B3,double C,double d,double F) //A当前水位；B当前入流量;F当前库容
{
double f=F+(B-40000)*24*3600/1000/1000/100;//预计算库容
double ControlAmount=0;
double YA=0;//YA为对荆江调度逐步增加量
double XB=0;
double TOTAL=B1+B2+B3;
double D;
if(A<171)
{
if(A<=147.5)
{
/* if(TOTAL>=76000*3)
{
ControlAmount=Math.min(55000, d+5000);
}*/
if(f<171.5)
{
ControlAmount=((F-171.5)*1000*1000*100+B*24*3600)/24/3600;//当预算水位低于145米时下泄流量
}
else
{
if(d>40000)
{//对城陵矶控制下泄流量变幅
if(B>=85000)
{
XB=1000;
}
else if(B>=75000)
{
XB=3000;
}
else if(B>=55000)
{
XB=4000;
}
else
{
XB=2000;//待定
}
d=d-XB;
ControlAmount=Math.max(d, 40000);
}
else
{
ControlAmount=40000;
}
}
}
else if(A<=150)
{
if(d>43750)
{//对城陵矶控制下泄流量变幅
if(B>=85000)
{
XB=1000;
}
else if(B>=75000)
{
XB=3000;
}
else if(B>=55000)
{
XB=4000;
}
else
{
XB=2000;//待定
}
d=d-XB;
ControlAmount=Math.max(d, 43750);
}
else
{
ControlAmount=43750;
}
}
else if(A<=152.5)
{
if(d>47500)
{//对城陵矶控制下泄流量变幅
if(B>=85000)
{
XB=1000;
}
else if(B>=75000)
{
XB=3000;
}
else if(B>=55000)
{
XB=4000;
}
else
{
XB=2000;//待定
}
d=d-XB;
ControlAmount=Math.max(d, 47500);
}
else
{
ControlAmount=47500;
}
}
else if(A<=155)
{
if(TOTAL>=76000*3)
{
ControlAmount=Math.min(55000, d+5000);
}
else
{
if (d>51250)
{
d=d-2000;
ControlAmount=Math.max(51250, d);
}
else
{
ControlAmount=51250;
}
}
}
else
{
if(TOTAL>76000*3)
{
ControlAmount=Math.min(76000, d+5000);
}
else
{
//逐步提高下泄流量
if(d>55000)
{
ControlAmount=Math.max(d-6000, 55000);//前泄流量高于55000且后续来水不大时，逐步降低泄流量至55000
}
else
{
ControlAmount=Math.min(d+5000, 55000);
}
}
}
}
else if(A<=175)
{
if(TOTAL>76000*3)
{
ControlAmount=Math.min(76000, d+5000);
}
//下泄流量逐步增加到76000，泄流量变幅约束
else
{
if(d>76000)
{
ControlAmount=Math.max(d-5000, 76000);
}
else
{
if(B>=85000)
{
YA=5000;
}
else if(B>=75000)
{
YA=5000;
}
else if(B>=65000)
{
YA=3000;
}
else if(B>=55000)
{
YA=1000;
}
else
{
YA=1000;
}
d=d+YA;
ControlAmount=Math.min(d, 76000);
}
}
}
else
{
if(B>=95000)
{
YA=5000;
}
else if(B>=80000)
{
YA=3000;
}
else
{
YA=2000;
}
d=d+YA;
if(d>=B)
{
ControlAmount=Math.max(B, 60000);
}
else
{
ControlAmount=Math.max(d, 60000);
}
}
if(ControlAmount<=C)
{
D=ControlAmount;
}
else
{
D=C;
}
return D;
}
//退洪时对城陵矶进行补偿调度
public double DischargeAmountChenglingjiInRession(double A,double B,double B1,double B2,double B3,double C,double d,double F) //A当前水位；B当前入流量;F当前库容
{
double f=F+(B-40000)*24*3600/1000/1000/100;//预计算库容
double Co
DP.zip （44个子文件） 
09sanxia add bin model 
IsInRession.class 982B Dispatch.class 3KB BinSearch.class 874B GetDischargeAmount.class 6KB domainmodel Realflood.class 490B InflowSanxia.class 672B DischargeCapacity.class 743B DesignFlood.class 958B LevelCapacity.class 731B Inflow.class 501B service DBDataServiceDesignFlood1954.class 2KB DBDataServiceDesignFlood1998.class 2KB DBDataServiceLevelCapacity.class 2KB DBDataServiceDesignFlood2010.class 2KB DBDataServiceDesignFlood1896.class 2KB DBDataServiceDischargeCapacity.class 2KB DB.class 2KB DBDataService.class 9KB DBDataServiceDesignFlood1981.class 2KB DataTransform.class 806B test service .settings org.eclipse.jdt.core.prefs 598B src model IsInRession.java 1KB Dispatch.java 3KB BinSearch.java 1015B GetDischargeAmount.java 11KB domainmodel DesignFlood.java 647B LevelCapacity.java 411B DischargeCapacity.java 449B Inflow.java 245B Realflood.java 206B InflowSanxia.java 361B service DBDataServiceDesignFlood1954.java 975B DataTransform.java 305B DBDataServiceDesignFlood1896.java 968B DBDataServiceDischargeCapacity.java 978B DBDataServiceDesignFlood1998.java 970B DBDataServiceDesignFlood2010.java 970B DBDataService.java 9KB DBDataServiceDesignFlood1981.java 970B DBDataServiceLevelCapacity.java 915B DB.java 1KB .project 384B .classpath 500B lib 
mysql-connector-java-5.1.12-bin.jar 716KB
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