1, 删除多余文件2

funcDemo/x64/Release/funcDemo.log

-  正在生成代码
-  Previous IPDB not found, fall back to full compilation.
-  All 68 functions were compiled because no usable IPDB/IOBJ from previous compilation was found.
-  已完成代码的生成
-  funcDemo.vcxproj -> E:\work\workspace\hydraulicModelCode\hydraulicModel\funcDemo\..\..\hModelProgram\Program\funcDemo.exe

funcDemo/x64/Release/funcDemo.tlog/CL.command.1.tlog

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funcDemo/x64/Release/funcDemo.tlog/CL.read.1.tlog

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funcDemo/x64/Release/funcDemo.tlog/CL.write.1.tlog

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funcDemo/x64/Release/funcDemo.tlog/funcDemo.lastbuildstate

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funcDemo/x64/Release/funcDemo.tlog/funcDemo.write.1u.tlog

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funcDemo/x64/Release/funcDemo.tlog/link.command.1.tlog

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funcDemo/x64/Release/funcDemo.tlog/link.read.1.tlog

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funcDemo/x64/Release/funcDemo.tlog/link.write.1.tlog

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pandaAnalysis/test.rpt

-  Page 1                                    Fri Jun 12 10:58:15 2020
-
-  ******************************************************************
-  *                           E P A N E T                          *
-  *                   Hydraulic and Water Quality                  *
-  *                   Analysis for Pipe Networks                   *
-  *                         Version 2.1                            *
-  ******************************************************************
-  
-  Scenario: Base 
-  Date: 
-   
-      Input Data File ................... test.inp
-      Number of Junctions................ 730
-      Number of Reservoirs............... 1
-      Number of Tanks ................... 0
-      Number of Pipes ................... 753
-      Number of Pumps ................... 2
-      Number of Valves .................. 1
-      Headloss Formula .................. Hazen-Williams
-      Hydraulic Timestep ................ 1.00 hrs
-      Hydraulic Accuracy ................ 0.001000
-      Status Check Frequency ............ 2
-      Maximum Trials Checked ............ 10
-      Damping Limit Threshold ........... 0.000000
-      Maximum Trials .................... 40
-      Quality Analysis .................. Age
-      Water Quality Time Step ........... 6.00 min
-      Water Quality Tolerance ........... 0.01 hrs
-      Specific Gravity .................. 1.00
-      Relative Kinematic Viscosity ...... 0.10
-      Relative Chemical Diffusivity ..... 1.00
-      Demand Multiplier ................. 1.00
-      Total Duration .................... 24.00 hrs
-      Reporting Criteria:
-         No Nodes
-         No Links
-   
-  Analysis begun Fri Jun 12 10:58:15 2020

pandaHydrCalc/CivHydrCalc.cs

-using System;
-using System.Runtime.InteropServices;
-
-namespace pandaHydrCalc
-{
-    public class CivHydrCalc
-    {
-        [DllImport("pandaAnalysis.dll.dll", EntryPoint = "dynamicCompute", ExactSpelling = false, CallingConvention = CallingConvention.Cdecl)]
-        private static extern int compute(String uri, String netName, String flag);
-
-        public int dycompute(String uri , String netName, String flag)
-        {
-            int intRtn = compute(uri, netName, flag);
-            return intRtn;
-        } 
-
-    }
-}

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-
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