/*
***********************************************************************
TYPES.H -- Global constants and data types for EPANET program
VERSION: 2.00
DATE: 5/8/00
9/7/00
10/25/00
3/1/01
12/6/01
6/24/02
8/15/07 (2.00.11)
2/14/08 (2.00.12)
AUTHOR: L. Rossman
US EPA - NRMRL
**********************************************************************
*/
//该头文件定义了EPANET中所使用的全局常量和数据类型（节点、管段、模式、曲线、水泵、阀门、需水量等），还有常用的枚举类型
/*********************************************************/
/* All floats have been re-declared as doubles (7/3/07). */
/*********************************************************/
/*
-------------------------------------------
Definition of 4-byte integers & reals
-------------------------------------------
*/
typedef float REAL4; //(2.00.11 - LR)
typedef int INT4; //(2.00.12 - LR)
/*
-----------------------------
Global Constants 全局常量的定义
-----------------------------
*/
/*** Updated ***/ //对ID标识、每行长度、消息长度、文件名长度、标题行数的最大值的定义等
#define CODEVERSION 20012 //(2.00.12 - LR)
#define MAGICNUMBER 516114521
#define VERSION 200
#define EOFMARK 0x1A /* Use 0x04 for UNIX systems */
#define MAXTITLE 3 /* Max. # title lines */
#define MAXID 31 /* Max. # characters in ID name */ //(2.00.11 - LR)
#define MAXMSG 79 /* Max. # characters in message text */
#define MAXLINE 255 /* Max. # characters read from input line */
#define MAXFNAME 259 /* Max. # characters in file name */
#define MAXTOKS 40 /* Max. items per line of input */
#define TZERO 1.E-4 /* Zero time tolerance */
#define TRUE 1
#define FALSE 0
#define FULL 2
#define BIG 1.E10
#define TINY 1.E-6
#define MISSING -1.E10
#define PI 3.141592654
/*** Updated 9/7/00 ***/
/* Various conversion factors */
#define GPMperCFS 448.831
#define AFDperCFS 1.9837
#define MGDperCFS 0.64632
#define IMGDperCFS 0.5382
#define LPSperCFS 28.317
#define LPMperCFS 1699.0
#define CMHperCFS 101.94
#define CMDperCFS 2446.6
#define MLDperCFS 2.4466
#define M3perFT3 0.028317
#define LperFT3 28.317
#define MperFT 0.3048
#define PSIperFT 0.4333
#define KPAperPSI 6.895
#define KWperHP 0.7457
#define SECperDAY 86400
#define DIFFUS 1.3E-8 /* Diffusivity of chlorine */
/* @ 20 deg C (sq ft/sec) */
#define VISCOS 1.1E-5 /* Kinematic viscosity of water */
/* @ 20 deg C (sq ft/sec) */
//对INPUT文件中的分隔字符串的定义。
#define SEPSTR "
" /* Token separator characters */
/*
---------------------------------------------------------------------
Macro to test for successful allocation of memory
检测内存分配成功与否的函数
---------------------------------------------------------------------
*/
#define MEMCHECK(x) (((x) == NULL) ? 101 : 0 )
#define FREE(x) (free((x)))
/*
---------------------------------------------------------------------
Conversion macros to be used in place of functions
常用函数的定义，包括小写字母转大写
---------------------------------------------------------------------
*/
#define INT(x) ((int)(x)) /* integer portion of x */
#define FRAC(x) ((x)-(int)(x)) /* fractional part of x */
#define ABS(x) (((x)<0) ? -(x) : (x)) /* absolute value of x */
#define MIN(x,y) (((x)<=(y)) ? (x) : (y)) /* minimum of x and y */
#define MAX(x,y) (((x)>=(y)) ? (x) : (y)) /* maximum of x and y */
#define ROUND(x) (((x)>=0) ? (int)((x)+.5) : (int)((x)-.5))
/* round-off of x */
#define MOD(x,y) ((x)%(y)) /* x modulus y */
#define SQR(x) ((x)*(x)) /* x-squared */
#define SGN(x) (((x)<0) ? (-1) : (1)) /* sign of x */
#define UCHAR(x) (((x) >= 'a' && (x) <= 'z') ? ((x)&~32) : (x))
/* uppercase char of x */
/*
------------------------------------------------------
Macro to evaluate function x with error checking
(Fatal errors are numbered higher than 100)
如果错误代码大于100,则被认为是严重错误。
------------------------------------------------------
*/
#define ERRCODE(x) (errcode = ((errcode>100) ? (errcode) : (x)))
/*
------------------------------------------------------
Macro to find Pump index of Link[x]
(Diameter = pump index for pump links)
从管段集合中寻找水泵，是根据管径来作为索引进行查找
------------------------------------------------------
*/
#define PUMPINDEX(x) (ROUND(Link[(x)].Diam))
/*
------------------------------------------------------
Global Data Structures
全局性的数据结构
------------------------------------------------------
*/
//组件唯一性标识定义
struct IDstring /* Holds component ID labels */
{
char ID[MAXID+1];
};
//定义整形的单向链表数据结构
struct Floatlist /* Element of list of floats */
{
double value;
struct Floatlist *next;
};
typedef struct Floatlist SFloatlist;
//这里顺便解释下EPANET中的模式与曲线的区别，凡是与时间相关的都是Pattern模式,与时间无关的是Curve曲线
//Tmplist结构类型的每一个对象都对应一个用水模式或者水泵曲线，并且这些对象还能借助next指针来访问下一个同类对象，是一个单向链表
struct Tmplist /* Element of temp list for Pattern & Curve data */
{
int i;
char ID[MAXID+1];
SFloatlist *x;
SFloatlist *y;
struct Tmplist *next;
};
typedef struct Tmplist STmplist;
typedef struct /* TIME PATTERN OBJECT */
{
char ID[MAXID+1]; /* Pattern ID */
int Length; /* Pattern length */
double *F; /* Pattern factors */
} Spattern;
typedef struct /* CURVE OBJECT */
{
char ID[MAXID+1]; /* Curve ID */
int Type; /* Curve type */
int Npts; /* Number of points */
double *X; /* X-values */
double *Y; /* Y-values */
} Scurve;
//需水量是一个单向链表，注意一个节点可以有多个基础需水量与用水模式组成
struct Sdemand /* DEMAND CATEGORY OBJECT */
{
double Base; /* Baseline demand */
int Pat; /* Pattern index */
struct Sdemand *next; /* Next record */
};
typedef struct Sdemand *Pdemand; /* Pointer to demand object */
//水质对象
struct Ssource /* WQ SOURCE OBJECT */
{
/*int Node;*/ /* Node index of source */
double C0; /* Base concentration/mass */
int Pat; /* Pattern index */
double Smass; /* Actual mass flow rate */
char Type; /* SourceType (see below) */
};
typedef struct Ssource *Psource; /* Pointer to WQ source object */
//节点对象
typedef struct /* NODE OBJECT */
{
char ID[MAXID+1]; /* Node ID */
double El; /* Elevation */
Pdemand D; /* Demand pointer */
Psource S; /* Source pointer */
double C0; /* Initial quality */
double Ke; /* Emitter coeff. */
char Rpt; /* Reporting flag */
} Snode;
//管段对象
typedef struct /* LINK OBJECT */
{
char ID[MAXID+1]; /* Link ID */
int N1; /* Start node index */
int N2; /* End node index */
double Diam; /* Diameter */
double Len; /* Length */
double Kc; /* Roughness */
double Km; /* Minor loss coeff. */
double Kb; /* Bulk react. coeff */
double Kw; /* Wall react. coeff */
double R; /* Flow resistance */
char Type; /* Link type */
char Stat; /* Initial status */
char Rpt; /* Reporting flag */
} Slink;
//水池对象
typedef struct /* TANK OBJECT */
{
int Node; /* Node index of tank */
double A; /* Tank area */
double Hmin; /* Minimum water elev */
double Hmax; /* Maximum water elev */
double H0; /* Initial water elev */
double Vmin; /* Minimum volume */
double Vmax; /* Maximum volume */
double V0; /* Initial volume */
double Kb; /* Reaction coeff. (1/days) */
double V; /* Tank volume */
double C; /* Concentration */
int Pat; /* Fixed grade time pattern */
int Vcurve; /* Vol.- elev. curve index */
char MixModel; /* Type of mixing model */
/* (see MixType below) */
double V1max; /* Mixing compartment size */
} Stank;
//水泵对象结构
typedef struct /* PUMP OBJECT */
{
int Link; /* Link index of pump */
int Ptype; /* Pump curve type */
/* (see PumpType below) */
double Q0; /* Initial flow */
double Qmax; /* Maximum flow */
double Hmax; /* Maximum head */
double H0; /* Shutoff head */
double R; /* Flow coeffic. */
double N; /* Flow exponent */
int Hcurve; /* Head v. flow curve index */
int Ecurve; /* Effic. v. flow curve index */
int Upat; /* Utilization pattern index */
int Epat; /* Energy cost pattern index */
double Ecost; /* Unit energy cost */
double Energy[6]; /* Energy usage statistics: */
/* 0 = pump utilization */
/* 1 = avg. efficiency */
/* 2 = avg. kW/flow */
/* 3 = avg. kwatts */
/* 4 = peak kwatts */
/* 5 = cost/day */
} Spump;
//阀门对象
typedef struct /* VALVE OBJECT */
{
int Link; /* Link index of valve */
} Svalve;
//控制规则描述
typedef struct /* CONTROL STATEMENT */
{
int Link; /* Link index */
int Node; /* Control node index */
long Time; /* Control time */
double Grade; /* Control grade */
double Setting; /* New link setting */
char Status; /* New link status */
char Type; /* Control type */
/* (see ControlType below) */
} Scontrol;
//节点或者管段的邻接表，也是一个单向链表结构
struct Sadjlist /* NODE ADJACENCY LIST ITEM */
{
int node; /* Index of connecting node */
int link; /* Index of connecting link */
struct Sadjlist *next; /* Next item in list */
};
/* Pointer to adjacency list item */
typedef struct Sadjlist *Padjlist;
struct Sseg /* PIPE SEGMENT record used */
{ /* for WQ routing */
double v; /* Segment volume */
double c; /* Water quality value */
struct Sseg *prev; /* Record for previous segment */
};
typedef struct Sseg *Pseg; /* Pointer to pipe segment */
typedef struct /* FIELD OBJECT of report table */
{
char Name[MAXID+1]; /* Name of reported variable */
char Units[MAXID+1]; /* Units of reported variable */
char Enabled; /* Enabled if in table */
int Precision; /* Number of decimal places */
double RptLim[2]; /* Lower/upper report limits */
} SField;
/*
----------------------------------------------
Global Enumeration Variables
全局的枚举类型
----------------------------------------------
*/
//水力解算方式选项
enum Hydtype /* Hydraulics solution option: */
{USE, /* use from previous run */
SAVE, /* save after current run */
SCRATCH}; /* use temporary file */
//水质分析类型选项
enum QualType /* Water quality analysis option: */
{NONE, /* no quality analysis */
CHEM, /* analyze a chemical */
AGE, /* analyze water age */
TRACE}; /* trace % of flow from a source */
//节点类型
enum NodeType /* Type of node: */
{JUNC, /* junction */
RESERV, /* reservoir */
TANK}; /* tank */
//管段类型
enum LinkType /* Type of link: */
{CV, /* pipe with check valve */
PIPE, /* regular pipe */
PUMP, /* pump */
PRV, /* pressure reducing valve */
PSV, /* pressure sustaining valve */
PBV, /* pressure breaker valve */
FCV, /* flow control valve */
TCV, /* throttle control valve */
GPV}; /* general purpose valve */
//曲线类型
enum CurveType /* Type of curve: */
{V_CURVE, /* volume curve 容积曲线 */
P_CURVE, /* pump curve 水泵曲线 */
E_CURVE, /* efficiency curve 效率曲线 */
H_CURVE}; /* head loss curve 水头损失曲线 */
//水泵类型
enum PumpType /* Type of pump curve: */
{CONST_HP, /* constant horsepower */
POWER_FUNC, /* power function */
CUSTOM, /* user-defined custom curve */
NOCURVE};
//
enum SourceType /* Type of source quality input */
{CONCEN, /* inflow concentration */
MASS, /* mass inflow booster */
SETPOINT, /* setpoint booster */
FLOWPACED}; /* flow paced booster */
enum ControlType /* Control condition type: */
{LOWLEVEL, /* act when grade below set level */
HILEVEL, /* act when grade above set level */
TIMER, /* act when set time reached */
TIMEOFDAY}; /* act when time of day occurs */
enum StatType /* Link/Tank status: */
{XHEAD, /* pump cannot deliver head (closed) */
TEMPCLOSED, /* temporarily closed */
CLOSED, /* closed */
OPEN, /* open */
ACTIVE, /* valve active (partially open) */
XFLOW, /* pump exceeds maximum flow */
XFCV, /* FCV cannot supply flow */
XPRESSURE, /* valve cannot supply pressure */
FILLING, /* tank filling */
EMPTYING}; /* tank emptying */
//公式类型
enum FormType /* Head loss formula: */
{HW, /* Hazen-Williams */
DW, /* Darcy-Weisbach */
CM}; /* Chezy-Manning */
//单位类型
enum UnitsType /* Unit system: */
{US, /* US */
SI}; /* SI (metric) */
//流量单位类型
enum FlowUnitsType /* Flow units: */
{CFS, /* cubic feet per second */
GPM, /* gallons per minute */
MGD, /* million gallons per day */
IMGD, /* imperial million gal. per day */
AFD, /* acre-feet per day */
LPS, /* liters per second */
LPM, /* liters per minute */
MLD, /* megaliters per day */
CMH, /* cubic meters per hour */
CMD}; /* cubic meters per day */
//压力单位类型
enum PressUnitsType /* Pressure units: */
{PSI, /* pounds per square inch */
KPA, /* kiloPascals */
METERS}; /* meters */
enum RangeType /* Range limits: */
{LOW, /* lower limit */
HI, /* upper limit */
PREC}; /* precision */
enum MixType /* Tank mixing regimes */
{MIX1, /* 1-compartment model */
MIX2, /* 2-compartment model */
FIFO, /* First in, first out model */
LIFO}; /* Last in, first out model */
enum TstatType /* Time series statistics */
{SERIES, /* none */
AVG, /* time-averages */
MIN, /* minimum values */
MAX, /* maximum values */
RANGE}; /* max - min values */
#define MAXVAR 21 /* Max. # types of network variables */
//字段枚举 /* (equals # items enumed below) */
enum FieldType /* Network variables: */
{ELEV, /* nodal elevation */
DEMAND, /* nodal demand flow */
HEAD, /* nodal hydraulic head */
PRESSURE, /* nodal pressure */
QUALITY, /* nodal water quality */
LENGTH, /* link length */
DIAM, /* link diameter */
FLOW, /* link flow rate */
VELOCITY, /* link flow velocity */
HEADLOSS, /* link head loss */
LINKQUAL, /* avg. water quality in link */
STATUS, /* link status */
SETTING, /* pump/valve setting */
REACTRATE, /* avg. reaction rate in link */
FRICTION, /* link friction factor */
POWER, /* pump power output */
TIME, /* simulation time */
VOLUME, /* tank volume */
CLOCKTIME, /* simulation time of day */
FILLTIME, /* time to fill a tank */
DRAINTIME}; /* time to drain a tank */
//INP段落
enum SectType {_TITLE,_JUNCTIONS,_RESERVOIRS,_TANKS,_PIPES,_PUMPS,
_VALVES,_CONTROLS,_RULES,_DEMANDS,_SOURCES,_EMITTERS,
_PATTERNS,_CURVES,_QUALITY,_STATUS,_ROUGHNESS,_ENERGY,
_REACTIONS,_MIXING,_REPORT,_TIMES,_OPTIONS,
_COORDS,_VERTICES,_LABELS,_BACKDROP,_TAGS,_END};
enum HdrType /* Type of table heading */
{STATHDR, /* Hydraulic Status */
ENERHDR, /* Energy Usage */
NODEHDR, /* Node Results */
LINKHDR}; /* Link Results */