测试standard2.1

qin

2024-09-28 e358beb08f5be49703009b64f058ecfbcfeefbd9

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SQLite format 3

@  7N/E
7.WH
û    û &ç&5%ž11GlobalConfig{"ModelFilePath":"D:\\Desktop\\D_Production\\工具项目\\水力试算软件\\bin\\Debug\\model\\anytown_test2023.inp","ModelObjectID":"simulate","ConnectSession0":false,"ShareAllDisk":false,"ShareDiskList":[],"PrintScreenDelayTime":2,"ISencryption":false,"ShowTaskBar":true,"ExtJson":"{\"ChildSolutionArr\":[],\"TimeStep\":0,\"TimeDuration\":0,\"PeriodCount\":0,\"populationNum\":1000,\"iterationNum\":2,\"populationNum_full\":1,\"iterationNum_full\":1,\"iterationNum_Min\":1,\"MaxThread\":4,\"MultiTimes\":0,\"ShowOnlyBest\":false,\"是否优选方案\":true,\"启用数据库存储\":false,\"启用内存存储\":false,\"是否新版本保存\":false,\"是否新版本读取\":false,\"是否枚举\":false,\"isWaterModelCalc\":false,\"isQualityCalc\":false,\"显示详细日志\":true,\"输出运行情况\":false,\"自动发送指令\":false,\"OrderUrl\":\"\",\"AlarmUrl\":\"\",\"方案择优\":false,\"waterdistribute\":false,\"wa>
%Style7界面主题˜
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GlobalConfig  •ãĦ•!RemoteHost
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_RemoteHost_old_202106205A_RemoteHost_old_20210616_1
=_RemoteHost_old_20210616  ?Ï
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…table_RemoteHost_old_20210616_1_RemoteHost_old_20210616_1CREATE TABLE "_RemoteHost_old_20210616_1" ( 
  "Id" INTEGER NOT NULL PRIMARY KEY AUTOINCREMENT, 
  "Name" TEXT, 
  "CalcType" TEXT, 
  "IndicatorType" TEXT, 
  "ModelObjectID" TEXT, 
  "Sort" integer, 
  "ExpressionType" INTEGER, 
  "ParentId" INTEGER, 
  "Expression" TEXT, 
  "ExtJson" TEXT NOT NULL DEFAULT '' 
)‚X==
„Ctable_RemoteHost_old_20210616_RemoteHost_old_20210616CREATE TABLE "_RemoteHost_old_20210616" ( 
  "Id" INTEGER NOT NULL PRIMARY KEY AUTOINCREMENT, 
  "Name" TEXT, 
  "Address" TEXT, 
  "Port" TEXT, 
  "User" TEXT, 
  "Pwd" TEXT, 
  "Sort" INTEGER, 
  "ParentId" INTEGER, 
  "RemoteProgram" TEXT, 
  "ExtJson" TEXT NOT NULL DEFAULT '' 
)P++
Ytablesqlite_sequencesqlite_sequenceCREATE TABLE sqlite_sequence(name,seq) 

mtableMyConfigMyConfigCREATE TABLE "MyConfig" ( 
  "FKey" TEXT NOT NULL, 
  "FValue" TEXT, 
  "FNote" TEXT, 
  PRIMARY KEY ("FKey") 
)/C
indexsqlite_autoindex_MyConfig_1MyConfigöûöñ
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(¡?܁     )%    2#出水压力试算参数压力67108866∈5.39,9.39{"ConnectSession0":false,"ShareAllDisk":false,"ShareDiskList":[]} )%    
1#进水压力约束条件压力134217732∈5.39,9.39{"ConnectSession0":false,"ShareAllDisk":false,"ShareDiskList":[]}} )%
2#进水流量已知条件用水量134217731=0{"ConnectSession0":false,"ShareAllDisk":false,"ShareDiskList":[]} )%    
1#进水压力目标函数压力134217732接近7.39{"ConnectSession0":false,"ShareAllDisk":false,"ShareDiskList":[]}  )%
1#进水流量已知条件用水量134217732=3032.69{"ConnectSession0":false,"ShareAllDisk":false,"ShareDiskList":[]}% 长兴水厂水厂
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… table_RemoteHost_old_20210620_RemoteHost_old_20210620CREATE TABLE "_RemoteHost_old_20210620" ( 
  "Id" INTEGER NOT NULL PRIMARY KEY AUTOINCREMENT, 
  "Name" TEXT, 
  "CalcType" TEXT, 
  "IndicatorType" TEXT, 
  "ModelObjectID" TEXT, 
  "Sort" integer, 
  "ExpressionType" text, 
  "ParentId" INTEGER, 
  "Expression" TEXT, 
  "ExtJson" TEXT NOT NULL DEFAULT '' 
, VPN BLOB)u‚Y!!
„}tableRemoteHostRemoteHost CREATE TABLE "RemoteHost" ( 
  "Id" INTEGER NOT NULL PRIMARY KEY AUTOINCREMENT, 
  "Name" TEXT, 
  "LogicType" TEXT, 
  "IndicatorType" TEXT, 
  "ModelObjectID" TEXT, 
  "Sort" integer, 
  "ExpressionType" text, 
  "ParentId" INTEGER, 
  "Expression" TEXT, 
  "ExtJson" TEXT NOT NULL DEFAULT '', 
  "VPN" BLOB 
) ¡

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„u2#频率试算参数水泵转速比∈ú32,50{"accurary":"0.25","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"æ°´æ³µ","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":true} 
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+ „q1#实际流量表达式管线流量if ({1#状态}==0) return 0; 
var arr  = {1#扬程曲线[]}; 
var n    = {1#频率}/50.0; 
double a = arr[0]; // äºŒæ¬¡é¡¹ç³»æ•° 
double b = arr[1]*Math.Pow(n,1); // ä¸€æ¬¡é¡¹ç³»æ•° 
double c = arr[2]*Math.Pow(n,2)-{实际扬程输出}; // å¸¸æ•°é¡¹ç³»æ•°å‡åŽ»ç»™å®šçš„ y å€¼ 
// æ±‚解二次方程 ax^2 + bx + c = 0 
double delta = b * b - 4 * a * c; 
double x1    = (-b + Math.Sqrt(delta)) / (2 * a); 
double x2    = (-b - Math.Sqrt(delta)) / (2 * a); 
// å–两个解中符合实际情况的那个（可以根据具体应用场景来确定） 
double x = (x2 >= x1) ? x2 : x1; 
return x;表达式计算
{"accurary":"28","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"管线","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":true} 
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ƒ_立新水厂清水池水位初始条件已知压力67108866
基准值(界面)_0{"accurary":"0.01","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"已知压åŠ! C%        5„q立新水厂1#泵状态_OUT变量水泵开关
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„{目标已知压力{"accurary":"0.1","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"取水泵站","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":"","MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":true}‚JD 1+   
„?下阶段的设定下阶段条件ÿ30{"accurary":"","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":"","MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true} 
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+ „m3#扬程表达式节点压力double power1     = 0; 
double upperPress = 0; 
double Q          = {3#计算流量}; 
var arr           = {3#扬程曲线[]}; 
var n             = {3#频率}/50.0; 
if ({3#状态}==0) return 0; 
for (int i=0;i<arr.Length;i++) 
{ 
    int j = arr.Length-1-i; 
    upperPress += arr[j] * Math.Pow(Q, i) * (
w ‚n‚7 %+ 
„s4#频率试算参数水泵转速比∈
040,50{"accurary":"0.5","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"水泵","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":true} 
““²†iP%%ˆ     „m目标目标函数节点压力    double demand = {泵站出水量需求}; 
 
    double Sum_q = {当前总出水}; 
 
    double Sum_power = {当前总功率}; 
 
    double flowLoss = 0; 
    if (demand-Sum_q>20) 
    { 
        flowLoss = 500+(demand-Sum_q)*50; 
    } 
    else if (demand-Sum_q>5) 
    { 
        flowLoss = 60+(demand-Sum_q)*25; 
    } 
    else if (demand-Sum_q>0) 
    { 
        flowLoss = 10+(demand-Sum_q)*10; 
    } 
     
    double OptLoss = {水泵操作损失函数}; 
 
    return Sum_power+flowLoss+OptLoss; 
 
 
最小Í{"accurary":"","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"节点","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":true} 
11‡K‚)%‰7
+ „s1#计算流量表达式管线流量if ({1#状态}==0) return 0; 
var arr  = {1#扬程曲线[]}; 
var n    = {1#频率}/50.0; 
double a = arr[0]; // äºŒæ¬¡é¡¹ç³»æ•° 
double b = arr[1]*Math.Pow(n,1); // ä¸€æ¬¡é¡¹ç³»æ•° 
double c = arr[2]*Math.Pow(n,2)-{泵站出水扬程需求}; // å¸¸æ•°é¡¹ç³»æ•°å‡åŽ»ç»™å®šçš„ y å€¼ 
// æ±‚解二次方程 ax^2 + bx + c = 0 
double delta = b * b - 4 * a * c; 
double x1    = (-b + Math.Sqrt(delta)) / (2 * a); 
double x2    = (-b - Math.Sqrt(delta)) / (2 * a); 
// å–两个解中符合实际情况的那个（可以根据具体应用场景来确定） 
double x = (x2 >= x1) ? x2 : x1; 
return x;表达式计算
{"accurary":"28","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"管线","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":false} 

(
(…T‚6%…Y
+ „o4#功率表达式节点压力double power1     = 0; 
double upperPress = 0; 
double Q          = {4#计算流量}; 
var arr           = {4#功率曲线[]}; 
var n             = {4#频率}/50.0; 
if ({4#状态}==0) return 0; 
for (int i=0;i<arr.Length;i++) 
{ 
    int j = arr.Length-1-i; 
    upperPress += arr[j] * Math.Pow(Q, i) * (n==0?0: Math.Pow(n, 3 - i)); 
} 
 
return upperPress;表达式计算
0{"accurary":"","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"节点","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":false} 
••
x % 
/‚g| %% 
„o2#状态试算参数水泵开关∈ú0,1{"accurary":"1","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"æ°´æ³µ","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":true} 
11‡K‚)%‰7
+ „s2#计算流量表达式管线流量if ({2#状态}==0) return 0; 
var arr  = {2#扬程曲线[]}; 
var n    = {2#频率}/50.0; 
double a = arr[0]; // äºŒæ¬¡é¡¹ç³»æ•° 
double b = arr[1]*Math.Pow(n,1); // ä¸€æ¬¡é¡¹ç³»æ•° 
double c = arr[2]*Math.Pow(n,2)-{泵站出水扬程需求}; // å¸¸æ•°é¡¹ç³»æ•°å‡åŽ»ç»™å®šçš„ y å€¼ 
// æ±‚解二次方程 ax^2 + bx + c = 0 
double delta = b * b - 4 * a * c; 
double x1    = (-b + Math.Sqrt(delta)) / (2 * a); 
double x2    = (-b - Math.Sqrt(delta)) / (2 * a); 
// å–两个解中符合实际情况的那个（可以根据具体应用场景来确定） 
double x = (x2 >= x1) ? x2 : x1; 
return x;表达式计算ú{"accurary":"28","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"管线","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":false} 

(
(…T‚3%…Y
+ „o4#扬程表达式节点压力double power1     = 0; 
double upperPress = 0; 
double Q          = {4#计算流量}; 
var arr           = {4#扬程曲线[]}; 
var n             = {4#频率}/50.0; 
if ({4#状态}==0) return 0; 
for (int i=0;i<arr.Length;i++) 
{ 
    int j = arr.Length-1-i; 
    upperPress += arr[j] * Math.Pow(Q, i) * (n==0?0: Math.Pow(n, 2 - i)); 
} 
 
return upperPress;表达式计算
0{"accurary":"","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"节点","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":false}4    var s   = list_s[i]; 
    if (s==0) continue; 
 
 
    double a               = arr[0]; // äºŒæ¬¡é¡¹ç³»æ•° 
    double b               = arr[1]*Math.Pow(n,1); // ä¸€æ¬¡é¡¹ç³»æ•° 
    double c               = arr[2]*Math.Pow(n,2); // å¸¸æ•°é¡¹ç³»æ•°å‡åŽ»ç»™å®šçš„ y å€¼ 
    double delta           = b * b - 4 * a * c;     
    double minExtremePoint = -b / (2 * a);    // è®¡ç®—导函数的零点 
    double maxValue        = 0; 
    if (a < 0) 
 
        maxValue = -delta / (4 * a) + c; 
    else 
    { 
        continue; 
    } 
 
    if (maxValue<min_H) min_H=maxValue; 
} 
 
List<double> list_x=new List<double>(); 
List<double> list_y=new List<double>(); 
 
//将范围分隔为100份 
for (int k=100;k>=0;k--) 
{ 
    double step = min_H / 100; 
    double H    = step*k; 
    double Q    = 0 ; 
    for (int i=1;i<=4;i++) 
    { 
        var arr = list_arr[i]; 
        var n   = list_n[i]; 
        var s   = list_s[i]; 
        if (s==0)continue; 
 
 
        double a     = arr[0]; // äºŒæ¬¡é¡¹ç³»æ•° 
 Þ
Þoƒ l 7+ 
/-„q泵站出水量需求变量节点需水量基准值(接口)Íoutlet_demand_in{"accurary":"30","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"节点","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":true}ƒm =% 
/+„q泵站出水扬程需求变量节点压力基准值(接口)Íoutlet_press_in{"accurary":"83","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"节点","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":true} 

#
#…Y‚O)%…Y
+ „m1#实际功率表达式节点压力double power1     = 0; 
double upperPress = 0; 
double Q          = {1#实际流量}; 
var arr           = {1#功率曲线[]}; 
var n             = {1#频率}/50.0; 
if ({1#状态}==0) return 0; 
for (int i=0;i<arr.Length;i++) 
{ 
    int j = arr.Length-1-i; 
    upperPress += arr[j] * Math.Pow(Q, i) * (n==0?0: Math.Pow(n, 3 - i)); 
} 
 
return upperPress;表达式计算
{"accurary":"","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"节点","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":true} T*TƒR‚^)+)
+'„o4#状态输出表达式水泵转速比if( {4#状态}==1) 
{ 
    return {4#频率}/50; 
} 
else 
{ 
    return 0; 
}表达式计算
0pump4#_ZT_out{"accurary":"1","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"æ°´æ³µ","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":true}ƒR‚])+)
+'„o3#状态输出表达式水泵转速比if( {3#状态}==1) 
{ 
    return {3#频率}/50; 
} 
else 
{ 
    return 0; 
}表达式计算
9pump3#_ZT_out{"accurary":"1","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"æ°´æ³µ","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":true} ‘K‘ƒ6‚ )% 
5!…]1#功率曲线变量节点压力
模式系数(接口)
key_1#GLQX{"accurary":"-0.00690426817330002,0.73690856237635,0.170542009429896","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"节点","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":false}ƒ1‚ )% 
5!…S1#扬程曲线变量节点压力    æ¨¡å¼ç³»æ•°(接口)
key_1#YCQX{"accurary":"-0.11038836385023,1.4171514984008,174.002273881262","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"节点","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":false} 
8²
8È)%‰+
+ „q5#计算流量表达式管线流量if ({5#状态}==0) return 0; 
var arr  = {5#扬程曲线[]}; 
var n    = {5#频率}/50.0; 
double a = arr[0]; // äºŒæ¬¡é¡¹ç³»æ•° 
double b = arr[1]*Math.Pow(n,1); // ä¸€æ¬¡é¡¹ç³»æ•° 
double c = arr[2]*Ma‚v{ %     /„u2#流量变量管线流量基准值(接口)úkey_2#LL{"accurary":"28","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"管线","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":false,"Visible":false}‚Jz  
„{2#æ³µ    {"accurary":"0.1","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"取水泵站","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":"","MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":true} 
‰‰‚s‚
 + 
/„s1#频率变量水泵转速比基准值(界面)
50{"accurary":"0.5","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"水泵","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":true} 

(
(…T‚%…Y
+ „o1#扬程表达式节点压力double power1     = 0; 
double upperPress = 0; 
double Q          = {1#计算流量}; 
var arr           = {1#扬程曲线[]}; 
var n             = {1#频率}/50.0; 
if ({1#状态}==0) return 0; 
for (int i=0;i<arr.Length;i++) 
{ 
    int j = arr.Length-1-i; 
    upperPress += arr[j] * Math.Pow(Q, i) * (n==0?0: Math.Pow(n, 2 - i)); 
} 
 
return upperPress;表达式计算
{"accurary":"","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"节点","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":false} T*TƒR‚\)+)
+'„o2#状态输出表达式水泵转速比if( {2#状态}==1) 
{ 
    return {2#频率}/50; 
} 
else 
{ 
    return 0; 
}表达式计算úpump2#_ZT_out{"accurary":"1","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"æ°´æ³µ","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":true}ƒR‚[)+)
+'„o1#状态输出表达式水泵转速比if( {1#状态}==1) 
{ 
    return {1#频率}/50; 
} 
else 
{ 
    return 0; 
}表达式计算
pump1#_ZT_out{"accurary":"1","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"水泵","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":true} 
88‡D‚P)%‰+
+ „q2#实际流量表达式管线流量if ({2#状态}==0) return 0; 
var arr  = {2#扬程曲线[]}; 
var n    = {2#频率}/50.0; 
double a = arr[0]; // äºŒæ¬¡é¡¹ç³»æ•° 
double b = arr[1]*Math.Pow(n,1); // ä¸€æ¬¡é¡¹ç³»æ•° 
double c = arr[2]*Math.Pow(n,2)-{实际扬程输出}; // å¸¸æ•°é¡¹ç³»æ•°å‡åŽ»ç»™å®šçš„ y å€¼ 
// æ±‚解二次方程 ax^2 + bx + c = 0 
double delta = b * b - 4 * a * c; 
double x1    = (-b + Math.Sqrt(delta)) / (2 * a); 
double x2    = (-b - Math.Sqrt(delta)) / (2 * a); 
// å–两个解中符合实际情况的那个（可以根据具体应用场景来确定） 
double x = (x2 >= x1) ? x2 : x1; 
return x;表达式计算ú{"accurary":"28","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"管线","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":true} 
J
Ĵ~‚G )% 
/%„o4#初始状态变量水泵开关基准值(接口)
0pump4#_ZT_in{"accurary":"1","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"æ°´æ³µ","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":true}’$‚I=%ž=
+%„s水泵操作损失函数表达式节点压力 
    double[] pumpScada = new double[] 
    { 
        0, 
        {1#初始状态}, 
        {2#初始状态}, 
        {3#初始状态}, 
        {4#初始状态}, 
 
    }; 
    List<double> pumps = new List<double>() 
    { 
        0, 8 
~~‚~‚ )% 
/%„o1#初始状态变量水泵开关基准值(接口)
pump1#_ZT_in{"accurary":"0","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"水泵","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":true} 

(
(…T‚%…Y
+ „o2#功率表达式节点压力double power1     = 0; 
double upperPress = 0; 
double Q          = {2#计算流量}; 
var arr           = {2#功率曲线[]}; 
var n             = {2#频率}/50.0; 
if ({2#状态}==0) return 0; 
for (int i=0;i<arr.Length;i++) 
{ 
    int j = arr.Length-1-i; 
    upperPress += arr[j] * Math.Pow(Q, i) * (n==0?0: Math.Pow(n, 3 - i)); 
} 
 
return upperPress;表达式计算ú{"accurary":"","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"节点","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":false} 

(
(…T‚    %…Y
+ „o1#功率表达式节点压力double power1     = 0; 
double upperPress = 0; 
double Q          = {1#计算流量}; 
var arr           = {1#功率曲线[]}; 
var n             = {1#频率}/50.0; 
if ({1#状态}==0) return 0; 
for (int i=0;i<arr.Length;i++) 
{ 
    int j = arr.Length-1-i; 
    upperPress += arr[j] * Math.Pow(Q, i) * (n==0?0: Math.Pow(n, 3 - i)); 
} 
 
return upperPress; 表达式计算
{"accurary":"","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"节点","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":false} 
8²
8‚v‚ %     /„u1#流量变量管线流量基准值(接口)
key_1#LL{"accurary":"28","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"管线","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":false,"Visible":false}‚J‚  
„{1#æ³µ
{"accurary":"0.1","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"取水泵站","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":"","MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":true} ŠCŠƒ5 )% 
5!…[2#功率曲线变量节点压力模式系数(接口)úkey_2#GLQX{"accurary":"-0.0172799703522052,0.454089082447247,7.27476151698422","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"节点","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":false}ƒ5~ )% 
5!…[2#扬程曲线变量节点压力模式系数(接口)úkey_2#YCQX{"accurary":"-0.110394337087376,-0.348912194963679,153.572696852591","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"节点","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":false}
 

(
(…T}%…Y
+ „o2#扬程表达式节点压力double power1     = 0; 
double upperPress = 0; 
double Q          = {2#计算流量}; 
var arr           = {2#扬程曲线[]}; 
var n             = {2#频率}/50.0; 
if ({2#状态}==0) return 0; 
for (int i=0;i<arr.Length;i++) 
{ 
    int j = arr.Length-1-i; 
    upperPress += arr[j] * Math.Pow(Q, i) * (n==0?0: Math.Pow(n, 2 - i)); 
} 
 
return upperPress;表达式计算ú{"accurary":"","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"节点","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":false} 
••
x % 
/‚g‚2 %% 
„o4#状态试算参数水泵开关∈
00,1{"accurary":"1","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"æ°´æ³µ","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":true}@B=<> %BCAD102&&4on_TotalDemand\":25.0,\"isDistributionStepCalc\":true,\"DistributionCalcStep\":1.0,\"Distribution_OverAvgFactor\":2.0,\"Distribution_UnitDemands\":[0.36,0.54,0.72]}","Ext":{"ChildSolutionArr":[],"TimeStep":0,"TimeDuration":0,"PeriodCount":0,"populationNum":60,"iterationNum":1,"populationNum_full":1,"iterationNum_full":1,"iterationNum_Min":1,"MaxThread":1,"MultiTimes":0,"ShowOnlyBest":false,"是否优选方案":true,"启用数据库存储":false,"启用内存存储":false,"是否枚举":false,"isWaterModelCalc":false,"isQualityCalc":false,"显示详细日志":true,"输出运行情况":false,"自动发送指令":false,"OrderUrl":"","AlarmUrl":"","方案择优":false,"waterdistribute":false,"waterdistributeMode":0,"Distribution_TotalDemand":25.0,"isDistributionStepCalc":true,"DistributionCalcStep":1.0,"Distribution_OverAvgFactor":2.0,"Distribution_UnitDemands":[0.36,0.54,0.72]},"saveSettings":{}}全局默认配置 
88‡D‚R)%‰+
+ „q4#实际流量表达式管线流量if ({4#状态}==0) return 0; 
var arr  = {4#扬程曲线[]}; 
var n    = {4#频率}/50.0; 
double a = arr[0]; // äºŒæ¬¡é¡¹ç³»æ•° 
double b = arr[1]*Math.Pow(n,1); // ä¸€æ¬¡é¡¹ç³»æ•° 
double c = arr[2]*Math.Pow(n,2)-{实际扬程输出}; // å¸¸æ•°é¡¹ç³»æ•°å‡åŽ»ç»™å®šçš„ y å€¼ 
// æ±‚解二次方程 ax^2 + bx + c = 0 
double delta = b * b - 4 * a * c; 
double x1    = (-b + Math.Sqrt(delta)) / (2 * a); 
double x2    = (-b - Math.Sqrt(delta)) / (2 * a); 
// å–两个解中符合实际情况的那个（可以根据具体应用场景来确定） 
double x = (x2 >= x1) ? x2 : x1; 
return x;表达式计算
0{"accurary":"28","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"管线","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":true} 

#
#…Y‚S)%…Y
+ „m2#实际功率表达式节点压力double power1     = 0; 
double upperPress = 0; 
double Q          = {2#实际流量}; 
var arr           = {2#功率曲线[]}; 
var n             = {2#频率}/50.0; 
if ({2#状态}==0) return 0; 
for (int i=0;i<arr.Length;i++) 
{ 
    int j = arr.Length-1-i; 
    upperPress += arr[j] * Math.Pow(Q, i) * (n==0?0: Math.Pow(n, 3 - i)); 
} 
 
return upperPress;表达式计算ú{"accurary":"","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"节点","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":true} 
88‡D‚Q)%‰+
+ „q3#实际流量表达式管线流量if ({3#状态}==0) return 0; 
var arr  = {3#扬程曲线[]}; 
var n    = {3#频率}/50.0; 
double a = arr[0]; // äºŒæ¬¡é¡¹ç³»æ•° 
double b = arr[1]*Math.Pow(n,1); // ä¸€æ¬¡é¡¹ç³»æ•° 
double c = arr[2]*Math.Pow(n,2)-{实际扬程输出}; // å¸¸æ•°é¡¹ç³»æ•°å‡åŽ»ç»™å®šçš„ y å€¼ 
// æ±‚解二次方程 ax^2 + bx + c = 0 
double delta = b * b - 4 * a * c; 
double x1    = (-b + Math.Sqrt(delta)) / (2 * a); 
double x2    = (-b - Math.Sqrt(delta)) / (2 * a); 
// å–两个解中符合实际情况的那个（可以根据具体应用场景来确定） 
double x = (x2 >= x1) ? x2 : x1; 
return x;表达式计算
9{"accurary":"28","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"管线","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":true} û
}û‚~‚F )% 
/%„o3#初始状态变量水泵开关基准值(接口)
9pump3#_ZT_in{"accurary":"0","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"æ°´æ³µ","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":true}‚~‚E )% 
/%„o2#初始状态变量水泵开关 基准值(接口)úpump2#_ZT_in{"accurary":"0","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"æ°´æ³µ","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":true}        double b     = arr[1]*Math.Pow(n,1); // ä¸€æ¬¡é¡¹ç³»æ•° 
        double c     = arr[2]*Math.Pow(n,2) - H; // å¸¸æ•°é¡¹ç³»æ•°å‡åŽ»ç»™å®šçš„ y å€¼ 
        double delta = b * b - 4 * a * c ;     
        if (delta<0)continue; 
        double x1    = (-b + Math.Sqrt(delta)) / (2 * a); 
        double x2    = (-b - Math.Sqrt(delta)) / (2 * a); 
        // å–两个解中符合实际情况的那个（可以根据具体应用场景来确定） 
        double x = (x2 >= x1) ? x2 : x1; 
        Q += x; 
    } 
    list_x.Add(Q); 
    list_y.Add(H); 
} 
 
double Demand = {泵站出水量需求}; 
double H_new  = LinearInterpolation(list_x,list_y,Demand); 
return H_new; 
表达式计算
Voutlet_press_out{"accurary":"180","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"节点","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":true}1,1))  
            OptFlag=1; 
        if (isMR(P_Lit,1,-1) && isMR(P_Big,1,1))  
            OptFlag=1; 
        else  
            OptFlag=-1; 
    } 
    else 
    { 
        OptFlag=-1; 
        //不符合调度 
         
    } 
    if (OptFlag>=0) 
    { 
        OptLoss=OptFlag*2; 
    } 
    else 
    { 
        OptLoss=100; 
    } 
     
    return OptLoss; 
} 
 
bool isMR(double[] arr, int num, double value) 
{ 
    int count = 0; 
    foreach (double d in arr) 
    { 
        if (d == value) 
        { 
            count++; 
            if (count > num) 
            { 
                return false; 
            } 
        } 
    } 
    return count == num; 
 
 
表达式计算ÍSum_Opt_Loss{"accurary":"180","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"节点","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":true} 

d
dµ+%„i
+%„s当前…‚D+%„7
+%„s当前总出水表达式节点压力double demand = {泵站出水量需求}; 
List<double> List_q=new List<double>(); 
List_q.Add({1#计算流量}); 
List_q.Add({2#计算流量}); 
List_q.Add({3#计算流量}); 
List_q.Add({4#计算流量}); 
double Sum_q = 0; 
foreach(double q in List_q)Sum_q+=q; 
return Sum_q;表达式计算ÍSum_Flow_out{"accurary":"180","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"节点","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":true} 


œ+%„5
+'„s当前总åŠ+%ƒ{
„o‚C+%ƒ{
+ „u当前总功率表达式节点压力List<double> List_power=new List<double>(); 
List_power.Add({1#功率}); 
List_power.Add({2#功率}); 
List_power.Add({3#功率}); 
List_power.Add({4#功率}); 
double Sum_power = 0; 
foreach(double p in List_power)Sum_power+=p; 
return Sum_power;表达式计算Í{"accurary":"180","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"节点","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":false}5
        {1#状态}, 
        {2#状态}, 
        {3#状态}, 
        {4#状态} 
    }; 
    List<double> pumpOpt = new List<double>() 
    { 
        0, 
        pumps[1]-pumpScada[1], 
        pumps[2]-pumpScada[2], 
        pumps[3]-pumpScada[3], 
        pumps[4]-pumpScada[4], 
    }; 
    //大泵的变化量 
    double[] P_Big = new double[] { pumpOpt[1], pumpOpt[2] }; 
    //小泵的变化量 
    double[] P_Lit = new double[] { pumpOpt[3], pumpOpt[4] }; 
     
    int sumOpt = 0; 
    int sumChange = 0; 
    for (int i = 1; i < pumpOpt.Count; i++) 
    { 
        sumOpt += (int)(Math.Abs(pumpOpt[i])); 
        sumChange += (int)pumpOpt[i]; 
    } 
     
    double OptLoss=0; 
     
     
    //增开：1、小切大1、减开2、大切小2，不变 0 , å…¶ä»–-1 
    int OptFlag = 0; 
     
    if (sumOpt==0 ) 
    { 
        OptFlag=0; 
    } 
    else if (sumOpt==1 ) 
    { 
        OptFlag=1; 
    } 
    else if (sumOpt==2 && sumChange==0) 
    { 
        if (isMR(P_Big,1,-1) && isMR(P_Lit, 
tt–|‚Y1%§s    +-„s实际扬程输出表达式节点压力List<double[]> list_arr=new List<double[]>{ new double[1] }; 
List<double> list_n=new List<double>{ 0 }; 
List<double> list_s=new List<double>{ 0 }; 
 
 
var arr1 = {1#扬程曲线[]}; 
var n1   = {1#频率}/50.0; 
var s1   = {1#状态}; 
 
 
var arr2 = {2#扬程曲线[]}; 
var n2   = {2#频率}/50.0; 
var s2   = {2#状态}; 
 
 
var arr3 = {3#扬程曲线[]}; 
var n3   = {3#频率}/50.0; 
var s3   = {3#状态}; 
 
 
 
var arr4 = {4#扬程曲线[]}; 
var n4   = {4#频率}/50.0; 
var s4   = {4#状态}; 
 
list_arr.Add(arr1); 
list_arr.Add(arr2); 
list_arr.Add(arr3); 
list_arr.Add(arr4); 
 
list_n.Add(n1); 
list_n.Add(n2); 
list_n.Add(n3); 
list_n.Add(n4); 
 
list_s.Add(s1); 
list_s.Add(s2); 
list_s.Add(s3); 
list_s.Add(s4); 
 
double min_H = 999999; 
 
 
for (int i=1;i<=4;i++) 
{ 
 
    var arr = list_arr[i]; 
    var n   = list_n[i]; 
 
••

‰ 1% 
/'„s泵站出水扬程变量节点压力基准值(接口)Íkey_press_out{"accurary":"180","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"节点","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":true}‚g‚B %% 
„o1#状态试算参数水泵开关∈
0,1{"accurary":"1","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"水泵","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":true} 

f
f…‚Z+%„+
+-„s实际总功率表达式节点压力List<double> List_power=new List<double>(); 
List_power.Add({1#实际功率}); 
List_power.Add({2#实际功率}); 
List_power.Add({3#实际功率}); 
List_power.Add({4#实际功率}); 
double Sum_power = 0; 
foreach(double p in List_power)Sum_power+=p; 
return Sum_power;表达式计算
Voutlet_power_out{"accurary":"180","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"节点","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":true}erdistributeMode\":0,\"Distribution_TotalDemand\":25.0,\"isDistributionStepCalc\":true,\"DistributionCalcStep\":1.0,\"Distribution_OverAvgFactor\":2.0,\"Distribution_UnitDemands\":[0.36,0.54,0.72]}","Ext":{"ChildSolutionArr":[],"TimeStep":0,"TimeDuration":0,"PeriodCount":0,"populationNum":2000,"iterationNum":10,"populationNum_full":1,"iterationNum_full":1,"iterationNum_Min":1,"MaxThread":4,"MultiTimes":0,"ShowOnlyBest":false,"是否优选方案":true,"启用数据库存储":false,"启用内存存储":false,"是否新版本保存":false,"是否新版本读取":false,"是否枚举":false,"isWaterModelCalc":false,"isQualityCalc":false,"显示详细日志":true,"输出运行情况":false,"自动发送指令":false,"OrderUrl":"","AlarmUrl":"","方案择优":false,"waterdistribute":false,"waterdistributeMode":0,"Distribution_TotalDemand":25.0,"isDistributionStepCalc":true,"DistributionCalcStep":1.0,"Distribution_OverAvgFactor":2.0,"Distribution_UnitDemands":[0.36,0.54,0.72]},"saveSettings":{}}全局默认配置<n[i]; 
    var s   = list_s[i]; 
    if (s==0) continue; 
 
 
    double a               = arr[0]; // äºŒæ¬¡é¡¹ç³»æ•° 
    double b               = arr[1]*Math.Pow(n,1); // ä¸€æ¬¡é¡¹ç³»æ•° 
    double c               = arr[2]*Math.Pow(n,2); // å¸¸æ•°é¡¹ç³»æ•°å‡åŽ»ç»™å®šçš„ y å€¼ 
    double delta           = b * b - 4 * a * c;     
    double minExtremePoint = -b / (2 * a);    // è®¡ç®—导函数的零点 
    double maxValue        = 0; 
    if (a < 0) 
 
        maxValue = -delta / (4 * a) + c; 
    else 
    { 
        continue; 
    } 
 
    if (maxValue<min_H) min_H=maxValue; 
} 
 
List<double> list_x=new List<double>(); 
List<double> list_y=new List<double>(); 
 
//将范围分隔为100份 
for (int k=100;k>=0;k--) 
{ 
    double step = min_H / 100; 
    double H    = step*k; 
    double Q    = 0 ; 
    for (int i=1;i<=4;i++) 
    { 
        var arr = list_arr[i]; 
        var n   = list_n[i]; 
        var s   = list_s[i]; 
        if (s==0)continue; 
 
 
        double a     = arr[0]; // äºŒæ¬¡é¡¹çterdistributeMode\":0,\"Distribution_TotalDemand\":25.0,\"isDistributionStepCalc\":true,\"DistributionCalcStep\":1.0,\"Distribution_OverAvgFactor\":2.0,\"Distribution_UnitDemands\":[0.36,0.54,0.72]}","Ext":{"ChildSolutionArr":[],"TimeStep":0,"TimeDuration":0,"PeriodCount":0,"populationNum":1000,"iterationNum":2,"populationNum_full":1,"iterationNum_full":1,"iterationNum_Min":1,"MaxThread":4,"MultiTimes":0,"ShowOnlyBest":false,"是否优选方案":true,"启用数据库存储":false,"启用内存存储":false,"是否新版本保存":false,"是否新版本读取":false,"是否枚举":false,"isWaterModelCalc":false,"isQualityCalc":false,"显示详细日志":true,"输出运行情况":false,"自动发送指令":false,"OrderUrl":"","AlarmUrl":"","方案择优":false,"waterdistribute":false,"waterdistributeMode":0,"Distribution_TotalDemand":25.0,"isDistributionStepCalc":true,"DistributionCalcStep":1.0,"Distribution_OverAvgFactor":2.0,"Distribution_UnitDemands":[0.36,0.54,0.72]},"saveSettings":{}}全局默认配置 
IIƒ3‚_++7
  „a增加依赖项预处理插件初始及运行传参gParam.Dependencies = new List<int>(){-1,-1,2,-1,-1,4}; 
return null;Í{"accurary":"","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":true}terdistributeMode\":0,\"Distribution_TotalDemand\":25.0,\"isDistributionStepCalc\":true,\"DistributionCalcStep\":1.0,\"Distribution_OverAvgFactor\":2.0,\"Distribution_UnitDemands\":[0.36,0.54,0.72]}","Ext":{"ChildSolutionArr":[],"TimeStep":0,"TimeDuration":0,"PeriodCount":0,"populationNum":200,"iterationNum":10,"populationNum_full":1,"iterationNum_full":1,"iterationNum_Min":1,"MaxThread":4,"MultiTimes":0,"ShowOnlyBest":false,"是否优选方案":true,"启用数据库存储":false,"启用内存存储":false,"是否新版本保存":false,"是否新版本读取":false,"是否枚举":false,"isWaterModelCalc":false,"isQualityCalc":false,"显示详细日志":true,"输出运行情况":false,"自动发送指令":false,"OrderUrl":"","AlarmUrl":"","方案择优":false,"waterdistribute":false,"waterdistributeMode":0,"Distribution_TotalDemand":25.0,"isDistributionStepCalc":true,"DistributionCalcStep":1.0,"Distribution_OverAvgFactor":2.0,"Distribution_UnitDemands":[0.36,0.54,0.72]},"saveSettings":{}}全局默认配置 

#
#…Y‚U)%…Y
+ „m4#实际功率表达式节点压力double power1     = 0; 
double upperPress = 0; 
double Q          = {4#实际流量}; 
var arr           = {4#功率曲线[]}; 
var n             = {4#频率}/50.0; 
if ({4#状态}==0) return 0; 
for (int i=0;i<arr.Length;i++) 
{ 
    int j = arr.Length-1-i; 
    upperPress += arr[j] * Math.Pow(Q, i) * (n==0?0: Math.Pow(n, 3 - i)); 
} 
 
return upperPress;表达式计算
0{"accurary":"","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"节点","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":true}@[i]; 
    var s   = list_s[i]; 
    if (s==0) continue; 
 
 
    double a               = arr[0]; // äºŒæ¬¡é¡¹ç³»æ•° 
    double b               = arr[1]*Math.Pow(n,1); // ä¸€æ¬¡é¡¹ç³»æ•° 
    double c               = arr[2]*Math.Pow(n,2); // å¸¸æ•°é¡¹ç³»æ•°å‡åŽ»ç»™å®šçš„ y å€¼ 
    double delta           = b * b - 4 * a * c;     
    double minExtremePoint = -b / (2 * a);    // è®¡ç®—导函数的零点 
    double maxValue        = 0; 
    if (a < 0) 
 
        maxValue = -delta / (4 * a) + c; 
    else 
    { 
        continue; 
    } 
 
    if (maxValue<min_H) min_H=maxValue; 
} 
 
List<double> list_x=new List<double>(); 
List<double> list_y=new List<double>(); 
 
//将范围分隔为100份 
for (int k=100;k>=0;k--) 
{ 
    double step = min_H / 100; 
    double H    = step*k; 
    double Q    = 0 ; 
    for (int i=1;i<=4;i++) 
    { 
        var arr = list_arr[i]; 
        var n   = list_n[i]; 
        var s   = list_s[i]; 
        if (s==0)continue; 
 
 
        double a     = arr[0]; // äºŒæ¬¡é¡¹ç³ 
©©
3
v %% / „1初始条件已知压力基准值(界面)
V{"accurary":"","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"已知压力点","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":true}‚S‚V %„o输出量已知压力{"accurary":"0.1","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"管网","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":"","MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":true} 

#
#…Y‚T)%…Y
+ „m3#实际功率表达式节点压力double power1     = 0; 
double upperPress = 0; 
double Q          = {3#实际流量}; 
var arr           = {3#功率曲线[]}; 
var n             = {3#频率}/50.0; 
if ({3#状态}==0) return 0; 
for (int i=0;i<arr.Length;i++) 
{ 
    int j = arr.Length-1-i; 
    upperPress += arr[j] * Math.Pow(Q, i) * (n==0?0: Math.Pow(n, 3 - i)); 
} 
 
return upperPress;表达式计算
9{"accurary":"","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"节点","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":true} 
††É)%‰+
+ „s4#计算流量表达式管线流量if ({4#状态}==0) return 0; 
var arr  = {4#扬程曲线[]}; 
var n    = {4#频率}/50.0; 
double a = arr[0]; // äºŒæ¬¡é¡¹ç³»æ•° 
double b = arr[1]*Math.Pow(n,1); // ä¸€æ¬¡é¡¹ç³»æ•° 
double c = arr[2]*Math.Pow(n,2)-{泵站出水扬程}; // å¸¸æ•°é¡¹ç³»æ•°å‡åŽ»ç»™å®šçš„ y å€¼ 
// æ±‚解二次方程 ax^2 + bx + c = 0 
double delta = b * b - 4 * a * c; 
double x1    = (-b + Math.Sqrt(delta)) / (2 * a); 
double x2    = (-b - Math.Sqrt(delta)) / (2 * a); 
// å–两个解中符合实际情况的那个（可以根据具体应用场景来ç‚v‚1 %     /„u4#流量变量管线流量基准值(接口)
0key_4#LL{"accurary":"28","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"管线","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":false,"Visible":false} 
11‡K‚8)%‰7
+ „s4#计算流量表达式管线流量if ({4#状态}==0) return 0; 
var arr  = {4#扬程曲线[]}; 
var n    = {4#频率}/50.0; 
double a = arr[0]; // äºŒæ¬¡é¡¹ç³»æ•° 
double b = arr[1]*Math.Pow(n,1); // ä¸€æ¬¡é¡¹ç³»æ•° 
double c = arr[2]*Math.Pow(n,2)-{泵站出水扬程需求}; // å¸¸æ•°é¡¹ç³»æ•°å‡åŽ»ç»™å®šçš„ y å€¼ 
// æ±‚解二次方程 ax^2 + bx + c = 0 
double delta = b * b - 4 * a * c; 
double x1    = (-b + Math.Sqrt(delta)) / (2 * a); 
double x2    = (-b - Math.Sqrt(delta)) / (2 * a); 
// å–两个解中符合实际情况的那个（可以根据具体应用场景来确定） 
double x = (x2 >= x1) ? x2 : x1; 
return x;表达式计算
0{"accurary":"28","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"管线","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":false} 
8²
8‚v‚: %     /„u3#流量变量管线流量基准值(接口)
9key_3#LL{"accurary":"28","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"管线","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":false,"Visible":false}‚J‚9  
„{3#æ³µ{"accurary":"0.1","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"取水泵站","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":"","MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":true} 
••
x % 
/‚g‚; %% 
„o3#状态试算参数水泵开关∈
90,1{"accurary":"1","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"水泵","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":true} 

(
(…T‚<%…Y
+ „o3#扬程表达式节点压力double power1     = 0; 
double upperPress = 0; 
double Q          = {3#计算流量}; 
var arr           = {3#扬程曲线[]}; 
var n             = {3#频率}/50.0; 
if ({3#状态}==0) return 0; 
for (int i=0;i<arr.Length;i++) 
{ 
    int j = arr.Length-1-i; 
    upperPress += arr[j] * Math.Pow(Q, i) * (n==0?0: Math.Pow(n, 2 - i)); 
} 
 
return upperPress;表达式计算
9{"accurary":"","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"节点","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":false} Œ
FŒƒ6‚> )% 
5!…]3#功率曲线变量节点压力
模式系数(接口)
9key_3#GLQX{"accurary":"-0.0231681846319237,0.849241296491773,0.448399478846897","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"节点","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":false}ƒ5‚= )% 
5!…[3#扬程曲线变量节点压力    æ¨¡å¼ç³»æ•°(接口)
9key_3#YCQX{"accurary":"-0.320595230993792,-0.331227070446209,189.358875139198","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"节点","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":false} 

(
(…T‚?%…Y
+ „o3#功率表达式节点压力double power1     = 0; 
double upperPress = 0; 
double Q          = {3#计算流量}; 
var arr           = {3#功率曲线[]}; 
var n             = {3#频率}/50.0; 
if ({3#状态}==0) return 0; 
for (int i=0;i<arr.Length;i++) 
{ 
    int j = arr.Length-1-i; 
    upperPress += arr[j] * Math.Pow(Q, i) * (n==0?0: Math.Pow(n, 3 - i)); 
} 
 
return upperPress;表达式计算
9{"accurary":"","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"节点","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":false} 
‰‰‚s‚@ + 
/„s3#频率变量水泵转速比基准值(界面)
950{"accurary":"0.5","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"水泵","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":true} 
11‡K‚A)%‰7
+ „s3#计算流量表达式管线流量if ({3#状态}==0) return 0; 
var arr  = {3#扬程曲线[]}; 
var n    = {3#频率}/50.0; 
double a = arr[0]; // äºŒæ¬¡é¡¹ç³»æ•° 
double b = arr[1]*Math.Pow(n,1); // ä¸€æ¬¡é¡¹ç³»æ•° 
double c = arr[2]*Math.Pow(n,2)-{泵站出水扬程需求}; // å¸¸æ•°é¡¹ç³»æ•°å‡åŽ»ç»™å®šçš„ y å€¼ 
// æ±‚解二次方程 ax^2 + bx + c = 0 
double delta = b * b - 4 * a * c; 
double x1    = (-b + Math.Sqrt(delta)) / (2 * a); 
double x2    = (-b - Math.Sqrt(delta)) / (2 * a); 
// å–两个解中符合实际情况的那个（可以根据具体应用场景来确定） 
double x = (x2 >= x1) ? x2 : x1; 
return x;表达式计算
9{"accurary":"28","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"管线","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":false} 
ÔÔÂ1%¨k
+„s优化扬程输出表达式节点压力Lis†1%§s
+„s实际扬程输出表达式节点压力List<double[]> list_arr=new List<†(‚M%%†y
+ „o插值方法表达式节点压力    return 0; 
} 
public double LinearInterpolation(List<double> list_x, List<double> list_y, double x0) 
{ 
    int n = list_x.Count; 
    double y0 = 0; 
 
    for (int i = 0; i < n - 1; i++) 
    { 
        if ((x0 >= list_x[i]) && (x0 <= list_x[i + 1])) 
        { 
            y0 = list_y[i] + ((x0 - list_x[i]) / (list_x[i + 1] - list_x[i])) * (list_y[i + 1] - list_y[i]); 
            break; 
        } 
    } 
 
    return y0; 
 
表达式计算Í{"accurary":"","ShareAllDisk":false,"ShareDiskList":[],"ObjectType":"节点","Result_Arr":null,"小数位数":3,"childSolution":"","childTag":"","childType":"传入","isSave":"","SaveRange":"","SaveAcc":"","isMemSave":null,"MemSaveRange":"","MemSaveAcc":"","MemSaveIndex":"","Enable":true,"Visible":false}