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📄 考虑泄流能力.txt

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// dpView.cpp : implementation of the CDpView class
//

#include "stdafx.h"
#include "dp.h"

#include "dpDoc.h"
#include "dpView.h"

#ifdef _DEBUG
#define new DEBUG_NEW
#undef THIS_FILE
static char THIS_FILE[] = __FILE__;
#endif

/////////////////////////////////////////////////////////////////////////////
// CDpView

IMPLEMENT_DYNCREATE(CDpView, CView)

BEGIN_MESSAGE_MAP(CDpView, CView)
	//{{AFX_MSG_MAP(CDpView)
	ON_COMMAND(IDM_DPYH, OnDpyh)
	//}}AFX_MSG_MAP
	// Standard printing commands
	ON_COMMAND(ID_FILE_PRINT, CView::OnFilePrint)
	ON_COMMAND(ID_FILE_PRINT_DIRECT, CView::OnFilePrint)
	ON_COMMAND(ID_FILE_PRINT_PREVIEW, CView::OnFilePrintPreview)
END_MESSAGE_MAP()

/////////////////////////////////////////////////////////////////////////////
// CDpView construction/destruction

CDpView::CDpView()
{
	// TODO: add construction code here

}

CDpView::~CDpView()
{
}

BOOL CDpView::PreCreateWindow(CREATESTRUCT& cs)
{
	// TODO: Modify the Window class or styles here by modifying
	//  the CREATESTRUCT cs

	return CView::PreCreateWindow(cs);
}

/////////////////////////////////////////////////////////////////////////////
// CDpView drawing

void CDpView::OnDraw(CDC* pDC)
{
	CDpDoc* pDoc = GetDocument();
	ASSERT_VALID(pDoc);
	// TODO: add draw code for native data here
}

/////////////////////////////////////////////////////////////////////////////
// CDpView printing

BOOL CDpView::OnPreparePrinting(CPrintInfo* pInfo)
{
	// default preparation
	return DoPreparePrinting(pInfo);
}

void CDpView::OnBeginPrinting(CDC* /*pDC*/, CPrintInfo* /*pInfo*/)
{
	// TODO: add extra initialization before printing
}

void CDpView::OnEndPrinting(CDC* /*pDC*/, CPrintInfo* /*pInfo*/)
{
	// TODO: add cleanup after printing
}

/////////////////////////////////////////////////////////////////////////////
// CDpView diagnostics

#ifdef _DEBUG
void CDpView::AssertValid() const
{
	CView::AssertValid();
}

void CDpView::Dump(CDumpContext& dc) const
{
	CView::Dump(dc);
}

CDpDoc* CDpView::GetDocument() // non-debug version is inline
{
	ASSERT(m_pDocument->IsKindOf(RUNTIME_CLASS(CDpDoc)));
	return (CDpDoc*)m_pDocument;
}
#endif //_DEBUG

/////////////////////////////////////////////////////////////////////////////
// CDpView message handlers

void CDpView::OnDpyh() 
{


	int i,j,k,l,m,n;//循环变量

	int ll,kk;

	long int a,b,c;//备用参数
	float x,y,z;//备用参数
	float x1,x2,x3;
	int mark;//标记用
	int sign;

	float Vu_bottom,Vu_top,hu_bottom=614.0,hu_top=620.0;
	float Vd_bottom,Vd_top,hd_bottom=553.5,hd_top=556.5;
	int U_st_num,D_st_num;

	float U_st[1000],D_st[1000];

  
	readdata_flood_TZY();

	
	  
////以库容作为状态变量,步长100万m3

	long int step=4*10e4;//步长
///////////生成状态序列
///////////上库



	Vu_bottom=HtoV_TZY(hu_bottom);
	Vu_top=HtoV_TZY(hu_top);

	a=Vu_bottom/step;
    Vu_bottom=(a+1)*step;//忽略不足步长的库容

	a=Vu_top/step;
    Vu_top=a*step;//忽略小于步长的库容

	U_st_num=(Vu_top-Vu_bottom)/step;
	for(i=0;i<U_st_num;i++)
		U_st[i]=Vu_bottom+i*step;//上库状态序列



	Vd_bottom=HtoV_LD(hd_bottom);
	Vd_top=HtoV_LD(hd_top);

	a=Vd_bottom/step;
    Vd_bottom=(a+1)*step;//忽略不足步长的库容

	a=Vd_top/step;
    Vd_top=a*step;//忽略小于步长的库容

	D_st_num=(Vd_top-Vd_bottom)/step;
	for(i=0;i<D_st_num;i++)
		D_st[i]=Vd_bottom+i*step;//下库状态序列



///////////////////////////////////////////////////
///////////////////////////////////////////////////
///////////////////////////////////////////////////
	FILE *fp=fopen("检验状态序列.txt","w");
	
	for (i=0;i<U_st_num;i++)
	{
		fprintf(fp,"%4.2f\n",U_st[i]);
    }

	for (i=0;i<D_st_num;i++)
	{
		fprintf(fp,"%4.2f\n",D_st[i]);
    }
	fclose(fp);
////////////////////////////////////////////////////
////////////////////////////////////////////////////	
////////////////////////////////////////////////////

////dp优化

	float ff[50][50];//阶段优化目标存储数组[U_st][D_st]
	float Qo_dp_TZY[50][50];
	float tt=3600;
	float Qin_dp_LD[50][50],Qo_dp_LD_0[50][25];
	float y1;
	float Qo_dp_LD_tmp[50][50];
	float ff_tmp[50];
	float AA=10e10;

////////////第一阶段

	for(ll=0;ll<U_st_num;ll++)
		for(kk=0;kk<D_st_num;kk++)
		{
			Qo_dp_TZY[0][ll]=Qin_TZY[0]-(U_st[ll]-U_st[0])/tt;


			Qin_dp_LD[0][ll]=Qin_TZY[0]*0.4632+Qo_dp_TZY[0][ll];
			Qo_dp_LD_0[ll][kk]=Qin_dp_LD[0][ll]-(D_st[kk]-D_st[0])/tt;

			x=VtoQo_TZY(U_st[ll]);
			y=VtoQo_LD(D_st[kk]);
			x1=VtoH_LD(D_st[kk]);
			

			if((Qo_dp_TZY[0][ll]>=0)&&(Qo_dp_LD_0[ll][kk]>=0))///水量平衡所得流量为正值
				if((Qo_dp_TZY[0][ll]<x)&&(Qo_dp_LD_0[ll][kk]<y))///泄流能力约束
					if(
					   ((x1<=553.8)&&(Qo_dp_LD_0[ll][kk]<=1800))///(下游)泄流限制,可能要调整
					   ||
					   (x1>553.8)
					  )

					{
						ff[ll][kk]=0.6*Qo_dp_TZY[0][ll]+0.4*Qo_dp_LD_0[ll][kk];	
						z=10;
					}
			else
				ff[ll][kk]=AA;



			z=0;
		}
			z=0;

//////////中间阶段

		float ff_tmp1[50][50][25];
		float ff_tmp2[50][25];
		int path_tmp[50][50][25],path_u[50][50],path_d[50][25];

		for(i=1;i<amount_flood-1;i++)
		{
			for(l=0;l<U_st_num;l++)
				for(ll=0;ll<U_st_num;ll++)
					for(k=0;k<D_st_num;k++)
					{
						for(kk=0;kk<D_st_num;kk++)
						{
							Qo_dp_TZY[ll][l]=Qin_TZY[i]-(U_st[l]-U_st[ll])/tt;

							Qin_dp_LD[ll][l]=Qin_TZY[i]*0.4632+Qo_dp_TZY[ll][l];
							
							Qo_dp_LD_tmp[kk][k]=Qin_dp_LD[ll][l]-(D_st[k]-D_st[kk])/tt;

							if(U_st[l]<U_st[ll])
								x=VtoQo_TZY(U_st[ll]);
							else
								x=VtoQo_TZY(U_st[l]);

							if(D_st[k]<D_st[kk])
								y=VtoQo_LD(D_st[kk]);
							else
								y=VtoQo_LD(D_st[k]);

							x1=VtoH_LD(D_st[k]);




							if((Qo_dp_TZY[ll][l]>0)&&(Qo_dp_LD_tmp[kk][k]>0))
								if((Qo_dp_TZY[ll][l]<x)&&(Qo_dp_LD_tmp[kk][k]<y))
									if(
									   ((x1<553.8)&&(Qo_dp_LD_tmp[kk][k]<1800))
									   ||
									   (x1>553.8)
									  )
									{
										ff_tmp[kk]=0.6*Qo_dp_TZY[ll][l]+0.4*Qo_dp_LD_tmp[kk][k];
									}
									else
										ff_tmp[kk]=AA;

						}//kk循环

						x=ff_tmp[0];
						for(kk=0;kk<D_st_num;kk++)
						{
							if(x>=ff_tmp[kk])
							{
								x=ff_tmp[kk];
								a=kk;
							}
						}

							z=0;
						if(l==2)
						{
						
							z=9;
						}

						if(l==5)
						{
							z=0;
							z=9;
						}



						
						ff_tmp1[l][ll][k]=x;
						path_tmp[l][ll][k]=a;

					}//k,ll,l循环

		
				for(l=0;l<U_st_num;l++)
					for(k=0;k<D_st_num;k++)
					{
						x=ff_tmp1[l][0][k];
						for(ll=0;ll<U_st_num;ll++)
						{
							if(x>=ff_tmp1[l][ll][k])
							{
								x=ff_tmp1[l][ll][k];
								a=ll;
								b=path_tmp[l][ll][k];
								c=k;
							}
						}

						path_u[i][l]=a;
						path_d[i][k]=b;

						if(x>ff[a][b])
							ff_tmp2[l][k]=x;
						else
							ff_tmp2[l][k]=ff[a][b];
					}

				z=0;
				for(l=0;l<U_st_num;l++)
					for(k=0;k<D_st_num;k++)
					{
						ff[l][k]=ff_tmp2[l][k];
						if(
							((ff[l][k]-3649.71)>1)
							||
							((ff[l][k]-3649.71)<-1)
						  )
							z=1;

					}

				if(z==0)
				{
					z=12;
					z=11;
				}


		}//i循环

/////////////////最后阶段

		float ff_tmp3[50][25];
		float Qo_dp_LD_00[50][25];
		for(ll=0;ll<U_st_num;ll++)
			for(kk=0;kk<D_st_num;kk++)
			{
				Qo_dp_TZY[ll][0]=Qin_TZY[i]-(U_st[ll]-U_st[0])/tt;

				Qin_dp_LD[ll][0]=0.4623*Qin_TZY[i]+Qo_dp_TZY[ll][0];

				Qo_dp_LD_00[ll][kk]=Qin_dp_LD[ll][0]-(D_st[kk]-D_st[0])/tt;

				x=VtoQo_TZY(U_st[ll]);

				y=VtoQo_LD(D_st[kk]);



				if((Qo_dp_TZY[ll][0]>0)&&(Qo_dp_LD_00[ll][kk]>0))
				{
					if((Qo_dp_TZY[ll][0]<x)&&(Qo_dp_LD_00[ll][kk]<y))
						ff_tmp3[ll][kk]=0.6*Qo_dp_TZY[ll][0]+0.4*Qo_dp_LD_00[ll][kk];
					else
						ff_tmp3[ll][kk]=AA;
				}

				if(ff_tmp3[ll][kk]>ff[ll][kk])
					ff[ll][kk]=ff_tmp3[ll][kk];
			}


		x=ff[0][0];
		for(l=0;l<U_st_num;l++)
			for(k=0;k<D_st_num;k++)
				if(x>ff[l][k])
				{
					x=ff[l][k];
					path_u[amount_flood-2][0]=l;
					path_d[amount_flood-2][0]=k;
				}

		z=0;
		for(l=0;l<U_st_num;l++)
			for(k=0;k<D_st_num;k++)
			{
				if(ff[l][k]==AA)
					x3=0;
				else			
				{
					z=1;
					x2=ff[l][k];
				}
			}



}

void CDpView::readdata_flood_TZY()
{
	int i,j,k;

	for(i=0;i<1000;i++)
	{
		Qin_TZY[i]=-1;
		Qin_LD[i]=-1;
		Qout_TZY[i]=-1;
		Qout_LD[i]=-1;
	}///////////////////////////将未赋值的洪水序列初始化为-1;实际洪水序列的长度由amount_flood决定



	FILE *fp=fopen("桐子营洪水过程线.txt","r");     
	fscanf(fp,"%d",&amount_flood);

	for (i=0;i<amount_flood;i++)
	{
		fscanf(fp,"%f",&Qin_TZY[i]);
    }
	fclose(fp);

	fp=fopen("检验桐子营洪水过程线.txt","w");
	fprintf(fp,"入库流量\n"); 
	
	for (i=0;i<amount_flood;i++)
	{
		fprintf(fp,"%4.2f\n",Qin_TZY[i]);
    }
	fclose(fp);

}

float CDpView::HtoV_TZY(float h)
{
	int i;
	float H[15],V[15];
	float v;
	FILE *fp=fopen("桐子营水位库容曲线.txt","r");              
	for (i=0;i<15;i++)
	{
		fscanf(fp,"%f	%f",&H[i],&V[i]);
    }
	fclose(fp);

	if((h<590)||(h>625))//最小死水位,最大为所给范围上限
		v=-100;//溢出

	for(i=0;i<14;i++)                      //求h水位对应的库容v
		if((h>=H[i])&&(h<H[i+1]))
			v=V[i]+(V[i+1]-V[i])*(h-H[i])/(H[i+1]-H[i]);
	return v;

}

float CDpView::HtoV_LD(float h)
{
	int i;
	float H[34],V[34];
	float v;
	FILE *fp=fopen("龙洞水位库容曲线.txt","r");              
	for (i=0;i<34;i++)
	{
		fscanf(fp,"%f	%f",&H[i],&V[i]);
    }
	fclose(fp);

	if((h<535.5)||(h>557))//最小死水位,最大为所给范围上限
		v=-100;//溢出

	for(i=0;i<33;i++)              
		if((h>=H[i])&&(h<H[i+1]))
			v=V[i]+(V[i+1]-V[i])*(h-H[i])/(H[i+1]-H[i]);
	return v;


}

float CDpView::VtoQo_TZY(float v)
{
	int i;
	float H[15],V[15];
	float Qo;
	float h;
	FILE *fp=fopen("桐子营水位库容曲线.txt","r");              
	for (i=0;i<15;i++)
	{
		fscanf(fp,"%f	%f",&H[i],&V[i]);
    }
	fclose(fp);

	if((v<15038000)||(v>101142000))v=-1000;//溢出:最小为死库容,最大为所给范围上限

	for(i=0;i<33;i++) 
		if((v>=V[i])&&(v<V[i+1]))
			h=H[i]+(H[i+1]-H[i])*(v-V[i])/(V[i+1]-V[i]);//V插出H

	Qo=HtoQo_TZY(h);
	return Qo;




}

float CDpView::VtoQo_LD(float v)
{
	int i;
	float h;
	float H[34],V[34];
	float Qo;
	FILE *fp=fopen("龙洞水位库容曲线.txt","r");              
	for (i=0;i<34;i++)
	{
		fscanf(fp,"%f	%f",&H[i],&V[i]);
    }
	fclose(fp);

	if((v<27230000)||(v>68480000))v=-1000;//溢出:最小为死库容,最大为所给范围上限

	for(i=0;i<33;i++) 
		if((v>=V[i])&&(v<V[i+1]))
			h=H[i]+(H[i+1]-H[i])*(v-V[i])/(V[i+1]-V[i]);//V插出H

	Qo=HtoQo_LD(h);
	return Qo;
}



float CDpView::HtoQo_TZY(float h)
{
	int i;
	float H[18],Qout[18];
	float Qo;
	FILE *fp=fopen("桐子营水位泄流曲线.txt","r");              
	for (i=0;i<18;i++)
	{
		fscanf(fp,"%f	%f",&H[i],&Qout[i]);
    }
	fclose(fp);

	if((h<608)||(h>620))//所给库泄曲线范围
		Qo=-1000;//溢出

	for(i=0;i<17;i++)                      //求h水位对应的泄流能力Qo
		if((h>=H[i])&&(h<H[i+1]))
			Qo=Qout[i]+(Qout[i+1]-Qout[i])*(h-H[i])/(H[i+1]-H[i]);
	return Qo;

}

float CDpView::HtoQo_LD(float h)
{
	int i;
	float H[14],Qout[14];
	float Qo;
	FILE *fp=fopen("龙洞水位泄流曲线.txt","r");              
	for (i=0;i<14;i++)
	{
		fscanf(fp,"%f	%f",&H[i],&Qout[i]);
    }
	fclose(fp);

	if((h<544)||(h>555))//所给库泄曲线范围
		Qo=-1000;//溢出

	for(i=0;i<13;i++)                      //求h水位对应的泄流能力Qo
		if((h>=H[i])&&(h<H[i+1]))
			Qo=Qout[i]+(Qout[i+1]-Qout[i])*(h-H[i])/(H[i+1]-H[i]);
	return Qo;


}

float CDpView::VtoH_TZY(float v)
{
	int i;
	float H[15],V[15];
	float h;
	FILE *fp=fopen("桐子营水位库容曲线.txt","r");              
	for (i=0;i<15;i++)
	{
		fscanf(fp,"%f	%f",&H[i],&V[i]);
    }
	fclose(fp);

	if((v<122000)||(v>101142000))//所给范围
		h=-100;//溢出

	for(i=0;i<14;i++)                      //求h水位对应的库容v
		if((v>=V[i])&&(v<V[i+1]))
			h=H[i]+(H[i+1]-H[i])*(v-V[i])/(V[i+1]-V[i]);
	return h;


}

float CDpView::VtoH_LD(float v)
{
	int i;
	float H[34],V[34];
	float h;
	FILE *fp=fopen("龙洞水位库容曲线.txt","r");              
	for (i=0;i<34;i++)
	{
		fscanf(fp,"%f	%f",&H[i],&V[i]);
    }
	fclose(fp);

	if((v<27230000)||(v>68480000))//所给范围
		h=-100;//溢出

	for(i=0;i<33;i++)              
		if((v>=V[i])&&(v<V[i+1]))
			h=H[i]+(H[i+1]-H[i])*(v-V[i])/(V[i+1]-V[i]);
	return h;

}

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