/*
************************************************************************
            Global Variables for EPANET Program                           
                                                                   
VERSION:    2.00                                              
DATE:       5/8/00
            6/24/02
            2/14/08    (2.00.12)
AUTHOR:     L. Rossman                                        
            US EPA - NRMRL
                                                                    
************************************************************************
*/
//该文件定义了EPANET程序中的全局变量。文件的组织形式是根据变量的类型。每个变量都有一个简单的说明。
EXTERN FILE     *InFile,               /* Input file pointer           */
                *OutFile,              /* Output file pointer          */
                *RptFile,              /* Report file pointer          */
                *HydFile,              /* Hydraulics file pointer      */
                *TmpOutFile;           /* Temporary file handle        */
EXTERN long     HydOffset,             /* Hydraulics file byte offset  */
                OutOffset1,            /* 1st output file byte offset  */
                OutOffset2;            /* 2nd output file byte offset  */
EXTERN char     Msg[MAXMSG+1],         /* Text of output message       */
                InpFname[MAXFNAME+1],  /* Input file name              */
                Rpt1Fname[MAXFNAME+1], /* Primary report file name     */
                Rpt2Fname[MAXFNAME+1], /* Secondary report file name   */
                HydFname[MAXFNAME+1],  /* Hydraulics file name         */
                OutFname[MAXFNAME+1],  /* Binary output file name      */
                MapFname[MAXFNAME+1],  /* Map file name                */
                TmpFname[MAXFNAME+1],  /* Temporary file name          */      //(2.00.12 - LR)
                TmpDir[MAXFNAME+1],    /* Temporary directory name     */      //(2.00.12 - LR)
                Title[MAXTITLE][MAXMSG+1], /* Problem title            */
                ChemName[MAXID+1],     /* Name of chemical             */
                ChemUnits[MAXID+1],    /* Units of chemical            */
                DefPatID[MAXID+1],     /* Default demand pattern ID    */

/*** Updated 6/24/02 ***/
                Atime[13],             /* Clock time (hrs:min:sec)     */

Outflag,               /* Output file flag             */      //(2.00.12 - LR)
                Hydflag,               /* Hydraulics flag              */
                Qualflag,              /* Water quality flag           */
                Reactflag,             /* Reaction indicator           */      //(2.00.12 - LR)
                Unitsflag,             /* Unit system flag             */
                Flowflag,              /* Flow units flag              */
                Pressflag,             /* Pressure units flag          */
                Formflag,              /* Hydraulic formula flag       */
                Rptflag,               /* Report flag                  */
                Summaryflag,           /* Report summary flag          */
                Messageflag,           /* Error/warning message flag   */
                Statflag,              /* Status report flag           */
                Energyflag,            /* Energy report flag           */
                Nodeflag,              /* Node report flag             */
                Linkflag,              /* Link report flag             */
                Tstatflag,             /* Time statistics flag         */
                Warnflag,              /* Warning flag                 */
                Openflag,              /* Input processed flag         */
                OpenHflag,             /* Hydraul. system opened flag  */
                SaveHflag,             /* Hydraul. results saved flag  */
                OpenQflag,             /* Quality system opened flag   */
                SaveQflag,             /* Quality results saved flag   */
                Saveflag;              /* General purpose save flag    */
EXTERN int      MaxNodes,              /* Node count from input file   */
                MaxLinks,              /* Link count from input file   */
                MaxJuncs,              /* Junction count               */
                MaxPipes,              /* Pipe count                   */
                MaxTanks,              /* Tank count                   */
                MaxPumps,              /* Pump count                   */
                MaxValves,             /* Valve count                  */
                MaxControls,           /* Control count                */
                MaxRules,              /* Rule count                   */
                MaxPats,               /* Pattern count                */
                MaxCurves,             /* Curve count                  */
                Nnodes,                /* Number of network nodes      */
                Ntanks,                /* Number of tanks              */
                Njuncs,                /* Number of junction nodes     */
                Nlinks,                /* Number of network links      */
                Npipes,                /* Number of pipes              */
                Npumps,                /* Number of pumps              */
                Nvalves,               /* Number of valves             */
                Ncontrols,             /* Number of simple controls    */
                Nrules,                /* Number of control rules      */
                Npats,                 /* Number of time patterns      */
                Ncurves,               /* Number of data curves        */
                Nperiods,              /* Number of reporting periods  */
                Ncoeffs,               /* Number of non-0 matrix coeffs*/
                DefPat,                /* Default demand pattern       */
                Epat,                  /* Energy cost time pattern     */
                MaxIter,               /* Max. hydraulic trials        */
                ExtraIter,             /* Extra hydraulic trials       */
                TraceNode,             /* Source node for flow tracing */
                PageSize,              /* Lines/page in output report  */
                CheckFreq,             /* Hydraulics solver parameter  */
                MaxCheck;              /* Hydraulics solver parameter  */
EXTERN double   Ucf[MAXVAR],           /* Unit conversion factors      */
                Ctol,                  /* Water quality tolerance      */
                Htol,                  /* Hydraulic head tolerance     */
                Qtol,                  /* Flow rate tolerance          */
                RQtol,                 /* Flow resistance tolerance    */
                Hexp,                  /* Exponent in headloss formula */
                Qexp,                  /* Exponent in orifice formula  */
                Dmult,                 /* Demand multiplier            */
                Hacc,                  /* Hydraulics solution accuracy */
                DampLimit,             /* Solution damping threshold   */      //(2.00.12 - LR)
                BulkOrder,             /* Bulk flow reaction order     */
                WallOrder,             /* Pipe wall reaction order     */
                TankOrder,             /* Tank reaction order          */
                Kbulk,                 /* Global bulk reaction coeff.  */
                Kwall,                 /* Global wall reaction coeff.  */
                Climit,                /* Limiting potential quality   */
                Rfactor,               /* Roughness-reaction factor    */
                Diffus,                /* Diffusivity (sq ft/sec)      */
                Viscos,                /* Kin. viscosity (sq ft/sec)   */
                SpGrav,                /* Specific gravity             */
                Ecost,                 /* Base energy cost per kwh     */
                Dcost,                 /* Energy demand charge/kw/day  */
                Epump,                 /* Global pump efficiency       */
                Emax,                  /* Peak energy usage            */
                Dsystem,               /* Total system demand          */
                Wbulk,                 /* Avg. bulk reaction rate      */
                Wwall,                 /* Avg. wall reaction rate      */
                Wtank,                 /* Avg. tank reaction rate      */
                Wsource;               /* Avg. mass inflow             */
EXTERN long     Tstart,                /* Starting time of day (sec)   */
                Hstep,                 /* Nominal hyd. time step (sec) */
                Qstep,                 /* Quality time step (sec)      */
                Pstep,                 /* Time pattern time step (sec) */
                Pstart,                /* Starting pattern time (sec)  */
                Rstep,                 /* Reporting time step (sec)    */
                Rstart,                /* Time when reporting starts   */
                Rtime,                 /* Next reporting time          */
                Htime,                 /* Current hyd. time (sec)      */
                Qtime,                 /* Current quality time (sec)   */
                Hydstep,               /* Actual hydraulic time step   */
                Rulestep,              /* Rule evaluation time step    */
                Dur;                   /* Duration of simulation (sec) */
EXTERN SField   Field[MAXVAR];         /* Output reporting fields      */

/* Array pointers not allocated and freed in same routine */
EXTERN char     *S,                    /* Link status                  */
                *OldStat;              /* Previous link/tank status    */
EXTERN double   *D,                    /* Node actual demand           */
                *C,                    /* Node actual quality          */
                *E,                    /* Emitter flows                */
                *K,                    /* Link settings                */
                *Q,                    /* Link flows                   */
                *R,                    /* Pipe reaction rate           */
                *X;                    /* General purpose array        */
EXTERN double   *H;                    /* Node heads                   */
EXTERN STmplist *Patlist;              /* Temporary time pattern list  */
EXTERN STmplist *Curvelist;            /* Temporary list of curves     */
EXTERN Spattern *Pattern;              /* Time patterns                */
EXTERN Scurve   *Curve;                /* Curve data                   */
EXTERN Snode    *Node;                 /* Node data                    */
EXTERN Slink    *Link;                 /* Link data                    */
EXTERN Stank    *Tank;                 /* Tank data                    */
EXTERN Spump    *Pump;                 /* Pump data                    */
EXTERN Svalve   *Valve;                /* Valve data                   */
EXTERN Scontrol *Control;              /* Control data                 */
EXTERN HTtable  *Nht, *Lht;            /* Hash tables for ID labels    */
EXTERN Padjlist *Adjlist;              /* Node adjacency lists         */

/*
** NOTE: Hydraulic analysis of the pipe network at a given point in time
**       is done by repeatedly solving a linearized version of the
**       equations for conservation of flow & energy:
**
**           A*H = F
**
**       where H = vector of heads (unknowns) at each node,
**             F = vector of right-hand side coeffs.
**             A = square matrix of coeffs.
**       and both A and F are updated at each iteration until there is
**       negligible change in pipe flows.
**
**       Each row (or column) of A corresponds to a junction in the pipe
**       network. Each link (pipe, pump or valve) in the network has a
**       non-zero entry in the row-column of A that corresponds to its
**       end points. This results in A being symmetric and very sparse.
**       The following arrays are used to efficiently manage this sparsity:
*/

EXTERN double   *Aii,        /* Diagonal coeffs. of A               */
                *Aij,        /* Non-zero, off-diagonal coeffs. of A */
                *F;          /* Right hand side coeffs.             */
EXTERN double   *P,          /* Inverse headloss derivatives        */
                *Y;          /* Flow correction factors             */
EXTERN int      *Order,      /* Node-to-row of A                    */
                *Row,        /* Row-to-node of A                    */
                *Ndx;        /* Index of link's coeff. in Aij       */
/*
** The following arrays store the positions of the non-zero coeffs.   
** of the lower triangular portion of A whose values are stored in Aij:
*/
EXTERN int      *XLNZ,       /* Start position of each column in NZSUB  */
                *NZSUB,      /* Row index of each coeff. in each column */
                *LNZ;        /* Position of each coeff. in Aij array    */

EPANET头文件解读系列9——VARS.H的更多相关文章

  1. EPANET头文件解读系列7——MEMPOOL.H

    //EPANET应用程序使用了大量的节点与管段数据,而且每个对象数据又有不同时段的数据,这些数据占用了大量内存,而mempool.h就是一个简单快速的内存分配相关的头文件/***  mempool.h ...

  2. EPANET头文件解读系列6——HASH.H

    该文件是EPANET中HASH.C的头文件,下面列出了该文件的源码以及我的中文注释 /* HASH.H**** Header file for Hash Table module HASH.C***/ ...

  3. EPANET头文件解读系列4——EPANET2.H

    该头文件的功能与系列3中的TOOLKIT.H类似,而且内容也几乎一致,所以也就不再详细介绍.

  4. EPANET头文件解读系列3——TOOLKIT.H

    /******************************************************************** TOOLKIT.H - Prototypes for EPA ...

  5. EPANET头文件解读系列2——ENUMSTXT.H

    在前一系统中介绍了text.h,回顾下,该文件包含了EPANET中所有字符串常量的定义,而ENUMSTXT.H文件则是以text.h中定义的字符串常量为基础,来对这些字符串常量进行合理的分组,形成字符 ...

  6. EPANET头文件解读系列5——TYPES.H

    /************************************************************************                            ...

  7. EPANET头文件解读系列1——TEXT.H

    定义在TEXT.H文件中的字符常量都以小写开头,然后紧跟一个下划线,再接着就全是大写字母 /***************************************************** ...

  8. EPANET头文件解读系列8——FUNCS.H

    /***************************************************************************                         ...

  9. 头文件带和不带.h的区别

    所有C++标准库的头文件都是没有.h结尾的.这么做是为了区分,C标准库的头文件和C++标准库的头文件.比如最具代表性的: #include <string.h> // C 标准库头文件,包 ...

随机推荐

  1. PoolMon 使用

    PoolMon 显示   PoolMon 在命令窗口中显示有关池内存分配的数据列.使用箭头键.PAGE UP 和 PAGE DOWN 键在数据间滚动. 注意   若要查看全部 PoolMon 显示,则 ...

  2. 基于 Quartz 开发企业级任务调度应用

    原文地址:http://www.ibm.com/developerworks/cn/opensource/os-cn-quartz/index.html Quartz 基本概念及原理 Quartz S ...

  3. SSTable and Log Structured Storage: LevelDB

    If Protocol Buffers is the lingua franca of individual data record at Google, then the Sorted String ...

  4. Java对象创建阶段的代码调用顺序

    在创建阶段系统通过下面的几个步骤来完成对象的创建过程 为对象分配存储空间 开始构造对象 从超类到子类对static成员进行初始化 超类成员变量按顺序初始化,递归调用超类的构造方法 子类成员变量按顺序初 ...

  5. PD16 Generate Datebase For Sql2008R2时报脚本错误“对象名sysproperties无效”

    PowerDesinger16创建数据库表到SQL2008R2时,执行报“对象名sysproperties无效”错误. 主要是在建模时我们对表.列增加了些说明注释,而Sql2005之后系统表syspr ...

  6. [转]Linux下的lds链接脚本详解

    转载自:http://linux.chinaunix.net/techdoc/beginner/2009/08/12/1129972.shtml     一. 概论 每一个链接过程都由链接脚本(lin ...

  7. mysql主从复制原理

    复制如何工作 整体上来说,复制有3个步骤: (1)    master将改变记录到二进制日志(binary log)中(这些记录叫做二进制日志事件,binary log events):       ...

  8. jQuery的ajax 方法提交多个对象数组问题 C# traditional $.param

    当用$.ajax()向后台提交参数时,如果参数中数组的话一般在后台会用List<T>接收;但老是不成功如下面代码 "}]; "}]; function addUser( ...

  9. MxNet Windows下安装

    项目链接:https://github.com/dmlc/mxnet 因为要做一些开发工作,prebuilt的lib不能满足需求.由于工作环境要求是windows,所以可以利用cmake工具来构建. ...

  10. VMware虚拟机无法识别U盘解决方案

    1. 本机情况: Win7操作系统,VMware虚拟机,虚拟机版本:VMware 7.1,安装Ubuntu10.10,现要求在主机上插入U盘,在虚拟机中显示.   2. 遇到问题: U盘只在Win7主 ...