forked from Mrkph86/cuenca
-
Notifications
You must be signed in to change notification settings - Fork 0
/
flowby.f
163 lines (163 loc) · 7.05 KB
/
flowby.f
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
C PROGRAM 17 ! Based on Hromadka book pag 217
C -------------------------------------------------------------
! SUBROUTINE FLOWBY(NUT,NDAT)
SUBROUTINE flowby(SS1,m,n,NUT,NDAT,Hydro,mn1,mn2) ! (8.29.18)
C -------------------------------------------------------------
CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC
C THIS SUBROUTINE USES A FIVE-MINUTE UNIT EXPLICIT MODEL TO SIMULATE A FLOWBY BASIN C
C VARIABLES: C
C NA: Stream "A" number. This stream is the one to be modeled C
C NB: Stream "B" number [0 for moving the excess flow from stream A to C
C a permanent storage; 1 for moving excess flow from stream A to stream B] C
C QCAP: Maximum flow-by Q (m^3/s) C
C TIME1: Time for Beginning of results (hrs) C
C TIME2: Time for End of results (hrs) C
CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC
C -----------------------------------------------------------------------
C DECLARE VARIABLES
C -----------------------------------------------------------------------
IMPLICIT DOUBLE PRECISION (a-h, o-z)
! COMMON/BLK1/SS(600,10),SS1(600,10),Hydro(600,3) !(8.29.18)
DIMENSION SS(600,10),SS1(600,10),Hydro(600,3)
COMMON/BLK1/SS
DIMENSION A(600),B(600)
! EXPORT Hydrograph, Date (hours) StreamA(m^3/s) StreamB(m^3/s)
C ------------------------------------------------------------------------
SS=SS1
! Hydro=Hydro1 ! M.P test 10.1.17
! this units
C ------------------------------------------------------------------------
C READ IN STREAM DATA
READ(NDAT,*)NA,NB,QCAP,TIME1,TIME2
C ------------------------------------------------------------------------
C CONVERSION
C ------------------------------------------------------------------------
! QCAP=(QCAP)/(0.3048**3)!To obtain QCAP in CFS, The book works with
!!this units
CALL MREAD(NA,A)
IF(NB.GT.0)CALL MREAD(NB,B)
C ------------------------------------------------------------------------
C GRAPHICS
C ------------------------------------------------------------------------
921 FORMAT(32X, 'INFLOW',/,31X,'(STREAM',I2,') ',/,
C 3(35X,'|',/),21X,' --------- |'/,
C 21X,'|',9X,'|',3X,'|',/,21X,'|',9X,'|<--* < =flowby Structure',/,
C 21X, '| basin | | (Maximum flowby Q = ',F5.1,' CFS)',/,
C 21X,'| storage | |',/,21X,' --------- |',/,
C 2(35X,'|',/),35X,'V',/,30X,' STREAM',I2,/,32X,'FLOWBY',///)
923 FORMAT(20X,' INFLOW INFLOW',/,
C 20X,' (STREAM',I2,') (STREAM',I2,')',/,
C 27X,'|',19X,'|',/,27X,'|',19X,'|',/,
C 27X,'|',4X,'flow excess',4X,'|',/,
C 27X,'<-----------------------------------* <=flowby structure',/,
C 27X,'|',19X,'|',1X,'(flowby Q = ',F8.1,' CFS)',/,
C 27X,'|',19X,'|',/,27X,'|',19X,'|',/,27X,'|',19X,'|',/,
C 27X,'V',19X,'V',/,25X,'STREAM',I2,12X,'STREAM',I2,/,
C 20X,'+ FLOW EXCESS',13X,'FLOWBY',/)
C ----------------------------------------------------------------------
C INITIALIZE VARIABLES
C ----------------------------------------------------------------------
TIME=0.D0
NUMBER=A(600)
IF(NUMBER.GT.576)NUMBER=576
STORE=0.D0
906 FORMAT(/,10X,'FLOWBY BASIN MODELING RESULTS:',//,
C 11X,' MODEL INFLOW INFLOW OUTFLOW FLOWBY',/,
C 11X,' TIME ',4(' (STREAM',I2,')'),/,
C 11X,' (HRS) ',4X,4(' (CFS) '))
908 FORMAT(//,10X,'FLOWBY BASIN MODELING RESULTS:',//,
C 11X,' MODEL STREAM',I2,' STREAM',I2,' BASIN',/,
C 11X,' TIME INFLOW FLOWBY VOLUME',/,
C 11X,' (HRS) (CFS) (CFS) (AF)')
C ----------------------------------------------------------------------
C READ MODEL DATA
C ----------------------------------------------------------------------
WRITE(NUT,901)NA
901 FORMAT(//,10X,'MODEL STREAM NUMBER',I2,' FLOWING PAST A',
C' FLOWBY STRUCTURE:')
WRITE (NUT,905) NA, QCAP
IF(NB.EQ.0)WRITE(NUT,902)
902 FORMAT(10X,'FLOW EXCESS IS ASSUMED TO BE PERMANENTLY STORED.',//)
IF(NB.NE.0)WRITE(NUT,903)NB
903 FORMAT(10X,'FLOW EXCESS IS ASSUMED TO BE ADDED TO STREAM NUMBER',
C I2,//)
905 FORMAT(10X,'FLOWRATES IN STREAM #',I2,' WHICH ARE GREATER THAN',/
C ,10X,F8.1,' CFS ARE ASSUMED TO BE EXCESS FLOWS ')
IF(NB.EQ.0)WRITE(NUT,921)NA,QCAP,NA
IF(NB.GT.0)WRITE(NUT,923)NB,NA,QCAP,NB,NA
IF(NB.EQ.0)WRITE(NUT,908)NA,NA
IF(NB.GT.0)WRITE(NUT,906)NB,NA,NB,NA
C ----------------------------------------------------------------------------
C MODEL FLOWBY EFFECTS
C ----------------------------------------------------------------------------
IF(NB.GT.0)GO TO 199
C ----------------------------------------------------------------------------
C MODEL DEAD STORAGE
C ----------------------------------------------------------------------------
DO 100 I=1,NUMBER
TIME=TIME+.08333
Z=A(I)
X=Z-QCAP
IF(X)99,99,50
50 STORE=STORE+X/145.2
A(I)=QCAP
C ----------------------------------------------------------------------------
C CONVERSION
C ---------------------------------------------------------------------------
!Hydro(I,3)=(Z-QCAP)
!Hydro(I,3)=(Z-QCAP)*(0.3048**3)!To obtain in m^3/S (1.26.18)
99 IF(TIME.LT.TIME1.OR.TIME.GT.TIME2)GO TO 100
WRITE(NUT,907)TIME,Z,A(I),STORE
907 FORMAT(10X,F7.3,F9.1,F10.1,F13.3)
100 CONTINUE
GO TO 1000
199 DO 200 I=1,NUMBER
Z=A(I)
ZB=B(I)
TIME=TIME+.0833333
X=Z-QCAP
IF(X)198,198,150
150 B(I)=B(I)+X
A(I)=QCAP
!Export Hydrograph to a permanent storage
!WRITE(*,*) "HOLA1"
!Hydro(I,3)=B(I)*(0.3048**3)!To obtain in m^3/S
!Hydro(I,3)=B(I)
198 IF(TIME.LT.TIME1.OR.TIME.GT.TIME2)GO TO 200
C ------------------------------------------------------------------------
WRITE(NUT,909)TIME,ZB,Z,B(I),A(I)
909 FORMAT(10X,F7.3,3X,4F10.1)
200 CONTINUE
NUMB=B(600)
IF(NUMBER.GT.NUMB)NUMB=NUMBER
B(600)=NUMB
1000 CONTINUE
CALL MWRITE(NA,A)
IF(NB.GT.0) CALL MWRITE(NB,B)
!Export Hydrograph to Stream B
!WRITE(*,*) "HOLA2"
C ------------------------------------------------------------------------
C HYDROGRAPH TO EXPORT
C ------------------------------------------------------------------------
! B(600)=0
! Hydro(:,3)=B
! Hydro(600,3)=0
! A(600)=0
! WRITE(*,*) "HOLA3"
! Hydro(:,2)=A*(0.3048**3)!To obtain in m^3/S
! Hydro(:,2)=A
! DO 716 I=1,mn1
! IF(I==1) THEN
! Hydro(I,1)=0.083333
! ELSE
! J=I-1
! WRITE(*,*) "HOLA4"
! Hydro(I,1)=Hydro(J,1)+0.083333
! Hydro(I,2)=A(I)*(0.3048**3)!To obtain in m^3/S
! Hydro(I,2)=A(I)
! END IF
! WRITE(*,*) Hydro(I,1), Hydro(I,2), Hydro(I,3)
!716 CONTINUE
! SS1=SS ! Just to update its value
RETURN
END SUBROUTINE FLOWBY