优化函数，添加注释

yuhang
1 parent f48b4c76
Showing 3 changed files with 127 additions and 182 deletions
cal_gate.c
cal_gate.h
test-hdsmf/test.c
@@ -7,14 +7,14 @@
 typedef enum {
-	gate_full_open_with_free_flow,    						/*A*/
-	gate_full_open_with_submerged_flow,						/*B*/
-	gate_control_with_free_flow,							/*C*/
-	gate_control_with_submerged_flow,						/*D*/
-	gate_full_open_with_free_flow_drop_step,				/*E*/
-	gate_full_open_with_submerged_flow_drop_step,			/*F*/
-	gate_control_with_free_flow_drop_step,					/*G*/
-	gate_control_with_submerged_flow_drop_step				/*H*/
+	gate_full_open_with_free_flow,    						/*A 闸门全开自由流*/ 
+	gate_full_open_with_submerged_flow,						/*B 闸门全开淹没流*/
+	gate_control_with_free_flow,							/*C 闸门控制自由流*/
+	gate_control_with_submerged_flow,						/*D 闸门控制淹没流*/
+	gate_full_open_with_free_flow_drop_step,				/*E 闸门全开自由流 有跌槛*/
+	gate_full_open_with_submerged_flow_drop_step,			/*F 闸门全开淹没流 有跌槛*/
+	gate_control_with_free_flow_drop_step,					/*G 闸门控制自由流 有跌槛*/
+	gate_control_with_submerged_flow_drop_step				/*H 闸门控制淹没流 有跌槛*/
 }patterns_of_water;
 enum {
@@ -23,10 +23,10 @@ enum {
 };
 enum{
-	warped_wingwall=1,
-	flat_wingwall,
-	eight_c_wingwall,
-	parallel_wingwall
+	warped_wingwall=1, 	/*弯曲墙面*/
+	flat_wingwall,		/*平整墙面*/
+	eight_c_wingwall,	/*八字墙面*/
+	parallel_wingwall	/*平行墙面*/
 };
 struct A{
@@ -85,9 +85,10 @@ typedef struct total{
-
-
-
+/*
+ *几种墙面分别对应的系数
+ *
+*/
 coefficient_infor coefficient={.A.m_warped_wingwall=0.325,  .A.m_warped_wingwall_ds=0.380,  .A.m_flat_wingwall=0.310,     .A.m_flat_wingwall_ds=0.365,\
                                .A.m_eight_c_wingwall=0.330, .A.m_eight_c_wingwall_ds=0.390, .A.m_parallel_wingwall=0.295, .A.m_parallel_wingwall_ds=0.355,\
                                .B.fai_warped_wingwall=0.850,.B.fai_flat_wingwall=0.825,     .B.fai_eight_c_wingwall=0.860,.B.fai_parallel_wingwall=0.795,\
@@ -100,10 +101,10 @@ coefficient_infor coefficient={.A.m_warped_wingwall=0.325,  .A.m_warped_wingwall
 /*
- *
- *
- *
- *
+ *函数名：	data_validity_check()
+ *参数：	*param
+ *功能：	检查传入的参数是否是有效参数
+ *返回值：	0表示参数是合法的，非0表示不合法
  *
 */
 char data_validity_check(struct param_gate *param)
@@ -136,10 +137,13 @@ char data_validity_check(struct param_gate *param)
 }
 /*
- *
- *
- *
- *
+ *函数名：	discrimination_of_flow_pattern()
+ *参数：	openning_height_of_gate  	开闸高度
+ *			water_depth_front_of_gate	闸前水位
+ *			water_depth_behind_of_gate	闸后水位
+ *			drop_step					跌槛
+ *功能：	根据以上参数，判断出是那个水流模型
+ *返回值：	水流模型
  *
 */
@@ -169,12 +173,38 @@ patterns_of_water discrimination_of_flow_pattern(double openning_height_of_gate,
 }
+struct datas{
+    double original_data_front;
+    double original_data_after;
+    double value;
+};
+
+struct datas table[46]={{0.00,0.05,1.00},{0.05,0.15,0.990},{0.15,0.25,0.980},{0.25,0.35,0.970},{0.35,0.45,0.956},{0.45,0.475,0.947},{0.475,0.525,0.937},{0.525,0.575,0.925},\
+                        {0.575,0.625,0.907},{0.625,0.675,0.885},{0.675,0.710,0.856},{0.710,0.730,0.843},{0.730,0.750,0.828},{0.750,0.770,0.813},{0.770,0.790,0.800},{0.790,0.805,0.778},\
+                        {0.805,0.815,0.767},{0.815,0.825,0.755},{0.825,0.835,0.742},{0.835,0.845,0.728},{0.845,0.855,0.713},{0.855,0.865,0.698},{0.865,0.875,0.681},{0.875,0.885,0.662},\
+                        {0.885,0.895,0.642},{0.895,0.9025,0.621},{0.9025,0.9075,0.608},{0.9075,0.9125,0.595},{0.9125,0.9175,0.580},{0.9175,0.9225,0.565},{0.9225,0.9275,0.549},\
+                        {0.9275,0.9325,0.532},{0.9325,0.9375,0.514},{0.9375,0.9425,0.484},{0.9425,0.9475,0.473},{0.9475,0.9525,0.450},{0.9525,0.9575,0.427},{0.9575,0.9625,0.403},\
+                        {0.9625,0.9675,0.375},{0.9675,0.9725,0.344},{0.9725,0.9775,0.318},{0.9775,0.9825,0.267},{0.9825,0.9875,0.225},{0.9875,0.9925,0.175},{0.9925,0.9975,0.115},\
+                        {0.9975,1.0000,0.000}
+};
+
+double find(double target)
+{
+     int i=0;
+     for(i=0;i<46;i++)
+     {
+         if(target>=table[i].original_data_front && target<table[i].original_data_after)
+            return table[i].value;
+     }
+     return 0;
+}
 /*
- *
- *
- *
- *
+ *函数名：	get_coefficient_rou()
+ *参数：	water_depth_front_of_gate
+ *			water_depth_behind_of_gate
+ *功能：	根据闸前闸后水位，获取ρ
+ *返回值：	ρ的值
  *
 */
 double get_coefficient_rou(double water_depth_front_of_gate,double water_depth_behind_of_gate)
@@ -182,107 +212,19 @@ double get_coefficient_rou(double water_depth_front_of_gate,double water_depth_b
 	double s;
 	s=water_depth_behind_of_gate/water_depth_front_of_gate;
-
-	if(s>=0.00 && s<0.05)
-		return 1.00;
-    else if(s>=0.06 && s<0.15)
-		return 0.990;
-    else if(s>=0.15 && s<0.25)
-        return 0.980;
-    else if(s>=0.25 && s<0.35)
-        return 0.970;
-    else if(s>=0.35 && s<0.45)
-        return 0.956;
-    else if(s>=0.45 && s<0.475)
-        return 0.947;
-    else if(s>=0.475 && s<0.525)
-        return 0.937;
-    else if(s>=0.525 && s<0.575)
-        return 0.925;
-    else if(s>=0.575 && s<0.625)
-        return 0.907;
-    else if(s>=0.625 && s<0.675)
-        return 0.885;
-    else if(s>=0.675 && s<0.710)
-        return 0.856;
-    else if(s>=0.710 && s<0.730)
-        return 0.843;
-    else if(s>=0.730 && s<0.750)
-        return 0.828;
-    else if(s>=0.750 && s<0.770)
-        return 0.813;
-    else if(s>=0.770 && s<0.790)
-        return 0.800;
-    else if(s>=0.790 && s<0.805)
-        return 0.778;
-    else if(s>=0.805 && s<0.815)
-        return 0.767;
-    else if(s>=0.815 && s<0.825)
-        return 0.755;
-    else if(s>=0.825 && s<0.835)
-        return 0.742;
-    else if(s>=0.835 && s<0.845)
-        return 0.728;
-    else if(s>=0.845 && s<0.855)
-        return 0.713;
-    else if(s>=0.855 && s<0.865)
-        return 0.698;
-    else if(s>=0.865 && s<0.875)
-        return 0.681;
-    else if(s>=0.875 && s<0.885)
-        return 0.662;
-    else if(s>=0.885 && s<0.895)
-        return 0.642;
-    else if(s>=0.895 && s<0.9025)
-        return 0.621;
-    else if(s>=0.9025 && s<0.9075)
-        return 0.608;
-    else if(s>=0.9075 && s<0.9125)
-        return 0.595;
-    else if(s>=0.9125 && s<0.9175)
-        return 0.580;
-    else if(s>=0.9175 && s<0.9225)
-        return 0.565;
-    else if(s>=0.9225 && s<0.9275)
-        return 0.549;
-    else if(s>=0.9275 && s<0.9325)
-        return 0.532;
-    else if(s>=0.9325 && s<0.9375)
-        return 0.514;
-    else if(s>=0.9375 && s<0.9425)
-        return 0.484;
-    else if(s>=0.9425 && s<0.9475)
-        return 0.473;
-    else if(s>=0.9475 && s<0.9525)
-        return 0.450;
-    else if(s>=0.9525 && s<0.9575)
-        return 0.427;
-    else if(s>=0.9575 && s<0.9625)
-        return 0.403;
-    else if(s>=0.9625 && s<0.9675)
-        return 0.375;
-    else if(s>=0.9675 && s<0.9725)
-        return 0.344;
-    else if(s>=0.9725 && s<0.9775)
-        return 0.318;
-    else if(s>=0.9775 && s<0.9825)
-        return 0.267;
-    else if(s>=0.9825 && s<0.9875)
-        return 0.225;
-    else if(s>=0.9875 && s<0.9925)
-        return 0.175;
-    else if(s>=0.9925 && s<0.9975)
-        return 0.115;
-    else if(s>=0.9975 && s<1.000)
-        return 0.000;
+	return find(s);
 }
 /*
- *
- *
- *
- *
+ *函数名：	cal_gate_full_open_with_free_flow()
+ *参数：	water_depth_front_of_gate		闸前水深
+ *			water_depth_behind_of_gate		闸后水深
+ *			gate_width						闸门宽度
+ *			wingwall						翼墙类型
+ *			ds								跌槛
+ *功能：	根据参数，计算出闸门全开自由流模型下的瞬时流量
+ *返回值：	瞬时流量
  *
 */
@@ -319,6 +261,17 @@ double cal_gate_full_open_with_free_flow(double water_depth_front_of_gate,double
 	return instantaneousFlow;
 }
+/*
+ *函数名：	cal_gate_full_open_with_submerged_flow()
+ *参数：	water_depth_front_of_gate		闸前水深
+ *			water_depth_behind_of_gate		闸后水深
+ *			gate_width						闸门宽度
+ *			wingwall						翼墙类型
+ *			ds								跌槛
+ *功能：	根据参数，计算出闸门全开淹没流模型下的瞬时流量
+ *返回值：	瞬时流量
+ *
+*/
 double cal_gate_full_open_with_submerged_flow(double water_depth_front_of_gate,double water_depth_behind_of_gate,double gate_width,int wingwall,int ds)
 {
 	double instantaneousFlow;
@@ -356,6 +309,18 @@ double cal_gate_full_open_with_submerged_flow(double water_depth_front_of_gate,d
 	return instantaneousFlow;
 }
+/*
+ *函数名：	cal_gate_control_with_free_flow()
+ *参数：	water_depth_front_of_gate		闸前水深
+ *			water_depth_behind_of_gate		闸后水深
+ *			height_of_gate					闸门开启高度
+ *			gate_width						闸门宽度
+ *			wingwall						翼墙类型
+ *			ds								跌槛
+ *功能：	根据参数，计算出闸门控制自由流模型下的瞬时流量
+ *返回值：	瞬时流量
+ *
+*/
 double cal_gate_control_with_free_flow(double water_depth_front_of_gate,double water_depth_behind_of_gate,double height_of_gate,double gate_width,int wingwall,int ds)
 {
 	double instantaneousFlow;
@@ -389,6 +354,18 @@ double cal_gate_control_with_free_flow(double water_depth_front_of_gate,double w
 	return instantaneousFlow;
 }
+/*
+ *函数名：	cal_gate_control_with_submerged_flow()
+ *参数：	water_depth_front_of_gate		闸前水深
+ *			water_depth_behind_of_gate		闸后水深
+ *			height_of_gate					闸门开启高度
+ *			gate_width						闸门宽度
+ *			wingwall						翼墙类型
+ *			ds								跌槛
+ *功能：	根据参数，计算出闸门控制淹没流模型下的瞬时流量
+ *返回值：	瞬时流量
+ *
+*/
 double cal_gate_control_with_submerged_flow(double water_depth_front_of_gate,double water_depth_behind_of_gate,double height_of_gate,double gate_width,int wingwall,int ds)
 {
 	double instantaneousFlow;
@@ -423,59 +400,22 @@ double cal_gate_control_with_submerged_flow(double water_depth_front_of_gate,dou
 }
-/*
- *
- *
- *
- *
- *
-*/
-#if 0
-double Calculation_of_InstantaneousFlow(double openning_height_of_gate, double water_depth_front_of_gate,double water_depth_behind_of_gate,double gate_width,int wingwall,int drop_step)
-{
-	patterns_of_water get_pattern;
-	double temp;
-	get_pattern = discrimination_of_flow_pattern(openning_height_of_gate,water_depth_front_of_gate,water_depth_behind_of_gate,drop_step);
-	switch(get_pattern){
-		case gate_full_open_with_free_flow:
-				temp = cal_gate_full_open_with_free_flow(water_depth_front_of_gate,gate_width,wingwall,drop_step);
-		break;
-		case gate_full_open_with_submerged_flow:
-				temp = cal_gate_full_open_with_submerged_flow(water_depth_front_of_gate,water_depth_behind_of_gate,gate_width,wingwall,drop_step);
-		break;
-		case gate_control_with_free_flow:
-				temp = cal_gate_control_with_free_flow(water_depth_front_of_gate,water_depth_behind_of_gate,openning_height_of_gate,gate_width,wingwall,drop_step);
-		break;
-		case gate_control_with_submerged_flow:
-				temp = cal_gate_control_with_submerged_flow(water_depth_front_of_gate,water_depth_behind_of_gate,openning_height_of_gate,gate_width,wingwall,drop_step);
-		break;
-		case gate_full_open_with_free_flow_drop_step:
-				temp = cal_gate_full_open_with_free_flow(water_depth_front_of_gate,gate_width,wingwall,drop_step);
-		break;
-		case gate_full_open_with_submerged_flow_drop_step:
-				temp = cal_gate_full_open_with_submerged_flow(water_depth_front_of_gate,water_depth_behind_of_gate,gate_width,wingwall,drop_step);
-		break;
-		case gate_control_with_free_flow_drop_step:
-				temp = cal_gate_control_with_free_flow(water_depth_front_of_gate,water_depth_behind_of_gate,openning_height_of_gate,gate_width,wingwall,drop_step);
-		break;
-		case gate_control_with_submerged_flow_drop_step:
-				temp = cal_gate_control_with_submerged_flow(water_depth_front_of_gate,water_depth_behind_of_gate,openning_height_of_gate,gate_width,wingwall,drop_step);
-		break;
-	}
-	return temp;
-}
-#endif
-//double openning_height_of_gate, double water_depth_front_of_gate,double water_depth_behind_of_gate,double gate_width,int wingwall,int drop_step
+/*
+ *函数名：	Calculation_of_InstantaneousFlow()
+ *参数：	*param		指向struct param_gate的指针
+ *
+ *功能：	根据参数，计算出瞬时流量
+ *返回值：	瞬时流量
+ *
+*/
 int Calculation_of_InstantaneousFlow(double *value,struct param_gate *param)
 {
 	patterns_of_water get_pattern;
-		
-	double temp;
 	if(data_validity_check(param)!=0)
 		return -1;
@@ -483,35 +423,34 @@ int Calculation_of_InstantaneousFlow(double *value,struct param_gate *param)
 	get_pattern = discrimination_of_flow_pattern(param->openning_height_of_gate,param->water_depth_front_of_gate,param->water_depth_behind_of_gate,param->drop_step);
 	switch(get_pattern){
 		case gate_full_open_with_free_flow:
-				temp = cal_gate_full_open_with_free_flow(param->water_depth_front_of_gate,param->gate_width,param->wingwall,param->drop_step);
+				*value = cal_gate_full_open_with_free_flow(param->water_depth_front_of_gate,param->gate_width,param->wingwall,param->drop_step);
 		break;
 		case gate_full_open_with_submerged_flow:
-				temp = cal_gate_full_open_with_submerged_flow(param->water_depth_front_of_gate,param->water_depth_behind_of_gate,param->gate_width,param->wingwall,param->drop_step);
+				*value = cal_gate_full_open_with_submerged_flow(param->water_depth_front_of_gate,param->water_depth_behind_of_gate,param->gate_width,param->wingwall,param->drop_step);
 		break;
 		case gate_control_with_free_flow:
-				temp = cal_gate_control_with_free_flow(param->water_depth_front_of_gate,param->water_depth_behind_of_gate,\
+				*value = cal_gate_control_with_free_flow(param->water_depth_front_of_gate,param->water_depth_behind_of_gate,\
 				param->openning_height_of_gate,param->gate_width,param->wingwall,param->drop_step);
 		break;
 		case gate_control_with_submerged_flow:
-				temp = cal_gate_control_with_submerged_flow(param->water_depth_front_of_gate,param->water_depth_behind_of_gate,\
+				*value = cal_gate_control_with_submerged_flow(param->water_depth_front_of_gate,param->water_depth_behind_of_gate,\
 				param->openning_height_of_gate,param->gate_width,param->wingwall,param->drop_step);
 		break;
 		case gate_full_open_with_free_flow_drop_step:
-				temp = cal_gate_full_open_with_free_flow(param->water_depth_front_of_gate,param->gate_width,param->wingwall,param->drop_step);
+				*value = cal_gate_full_open_with_free_flow(param->water_depth_front_of_gate,param->gate_width,param->wingwall,param->drop_step);
 		break;
 		case gate_full_open_with_submerged_flow_drop_step:
-				temp = cal_gate_full_open_with_submerged_flow(param->water_depth_front_of_gate,param->water_depth_behind_of_gate,param->gate_width,param->wingwall,param->drop_step);
+				*value = cal_gate_full_open_with_submerged_flow(param->water_depth_front_of_gate,param->water_depth_behind_of_gate,param->gate_width,param->wingwall,param->drop_step);
 		break;
 		case gate_control_with_free_flow_drop_step:
-				temp = cal_gate_control_with_free_flow(param->water_depth_front_of_gate,param->water_depth_behind_of_gate,\
+				*value = cal_gate_control_with_free_flow(param->water_depth_front_of_gate,param->water_depth_behind_of_gate,\
 				param->openning_height_of_gate,param->gate_width,param->wingwall,param->drop_step);
 		break;
 		case gate_control_with_submerged_flow_drop_step:
-				temp = cal_gate_control_with_submerged_flow(param->water_depth_front_of_gate,param->water_depth_behind_of_gate,\
+				*value = cal_gate_control_with_submerged_flow(param->water_depth_front_of_gate,param->water_depth_behind_of_gate,\
 				param->openning_height_of_gate,param->gate_width,param->wingwall,param->drop_step);
 		break;
 	}
-	*value =	temp;
 	return 0;
 }
@@ -12,6 +12,10 @@ struct param_gate{
 	double gate_width;
 };
-int Calculation_of_InstantaneousFlow(double * value,struct param_gate *param);
+
+//double Calculation_of_InstantaneousFlow(double openning_height_of_gate, double water_depth_front_of_gate,double water_depth_behind_of_gate,double gate_width,int wingwall,int drop_step);
+int Calculation_of_InstantaneousFlow(double *value,struct param_gate *param);
+
+
 #endif
@@ -8,7 +8,9 @@
 int main()
 {
 	void *param;
-	
+	int results=0;
+	double temp;
+
 	param=malloc(40);
 	*((int*)param)=1;
@@ -21,9 +23,9 @@ int main()
 	printf("For Test\r\n");
-		
+	results=Calculation_of_InstantaneousFlow(&temp,param);
-	printf("ins:%f\r\n",Calculation_of_InstantaneousFlow(param));
+	printf("exec:%d,ins:%f\r\n",results,temp);
 	//printf("ins:%f\r\n",Calculation_of_InstantaneousFlow(5,1.2,0.1,1.2,1,0));
 	free(param);
 	return 0;