Водноэнергетические расчеты ГЭС для сезонного регулирования стока по диспетчерскому режиму. Методические указания к выполнению практических работ по д
.pdf10 QS1=0. MD=M1+M-1-((M1+M-2)/12)*12 DV1=(Q(M)-QP1-QS1-QU(MD))*2.63 VM1=VM+DV1
VD1=VD(MD) IF(VM1.LE.VU.AND.VM1.GE.VD1) GO TO 11 IF(VM1.GT.VU) GO TO 12 QP1=QP1+(VM1-VD1)/2.63
GO TO 13
11MDK(M)=MD
QP(M)=QP1
QS(M)=QS1 DV=VM1-VD1 VM11=VM1+VR
CALL LAG11(VM11,ZU1,DUDV,NF,VV,ZUU) QL1=QP1+QS1
CALL LAG11(QL1,ZL1,DZDQ,JF,QLL,ZLL) PH1=ZU1-ZL1
ZU(M)=ZU1
ZL(M)=ZL1
PH(M)=PH1 IF(LA.EQ.1) GO TO 20 PHL=DK
GO TO 21
20PHL=DK*QP1*QP1
21PN1=QP1*(PH1-PHL)*9.81*EFF PN(M)=PN1
GO TO 14
12QP1=QP1+(VM1-VU)/2.63 IF(QP1.LE.QPF) GO TO 13 QS1=QP1-QPF
QP1=QPF
VM1=VU GO TO 11
13DV1=(Q(M)-QP1-QS1-QU(MD))*2.63 VM1=VM+DV1
GO TO 11
14WRITE(3,50) M,MDK(M),Q(M),QP(M),QS(M), *ZU(M),ZL(M),PH(M),PN(M),DV
M=M+1
21
IF(M.GT.MF) GO TO 100 VM=VM1
GO TO 8 100 S=0.
DO 30 M=1,MF
S1=QS(M)*2.63 30 S=S+S1
EP=0.
DO 40 M=1,MF
EP1=PN(M)*720. 40 EP=EP+EP1
EEP=EP*12/MF WRITE(3,101) EEP,S
101 FORMAT(/20X,'CP.ГОД.ВЫР.',5H EEP=,G12.5,
*' KBT Ч ОБШИИ ОБЬЕМ СБРОСОВ ',2HS=,G12.5,' MЛH.M3'/) DO 45 MD=1,12
45 WRITE(3,102) MD,VD(MD)
102FORMAT(10X,'ДИСП.ГРАФ. VD(',I2,')=',G12.4,'MЛH.M3')
103FORMAT(/5X,'ПОР N',2X,'MЕСЯЦ',2X,'ПРИТОК,M3/C',
*2X,'РАСX,ГЭС,M3/C',2X,'CБРОСЫ,M3/C ',2X, *'BБ, M ',3X,' HБ,M ',2X,' HAПOP,M ', *2X,'MOШH.,KBT ',2X,'ИЗБ.OБЬЕМ,MЛH.M3')
50 FORMAT(2X,I5,4X,I5,8G13.4) WRITE(3,60)
60 FORMAT(/20X,'PACXOД БЫТOВOЙ') CALL RANK(Q)
WRITE(3,61)
61FORMAT(/20X,'PACXOД ГЭС') CALL RANK(QP)
WRITE(3,62)
62FORMAT(/20X,'HAПOP') CALL RANK(PH) WRITE(3,63)
63FORMAT(/20X,'MOЩHOCTЬ ГЭС СPEДНЕСУТОЧНАЯ') CALL RANK(PN)
K=K+1
IF(K.GT.KF) GO TO 106 GO TO 107
CLOSE(1)
CLOSE(3)
22
106 STOP
END
SUBROUTINE RANK(A)
COMMON/A/ Q(400),QP(400),PH(400),PN(400),MF DIMENSION AR(400),A(400),B(400)
N=MF
L=1
4AMIN=10000000. DO 1 I=1,N
IF(A(I).GE.AMIN) GO TO 1 AMIN=A(I)
K=I
1CONTINUE IF(K.EQ.N) GO TO 5
N11=N-1
DO 3 I=K,N11 3 A(I)=A(I+1)
5AR(L)=AMIN
L=L+1 N=N-1
IF(N.GT.0) GO TO 4 ARMIN=AR(1)
DO 6 LR=1,20 L=(LR*MF)/20
6B(LR)=AR(L)
WRITE(3,7) ARMIN,(B(LR),LR=1,20)
7FORMAT(4X,G10.4,2X,10G10.4) RETURN
END
SUBROUTINE LAG11(D,V,DYDX,N,X,Y) DIMENSION X(N),Y(N)
DO 1 I=2,N IF(D-X(I))2,2,1
1CONTINUE I=N
2I1=I-1 DX=X(I)-X(I1)
DYDX=(Y(I)-Y(I1))/DX V=(Y(I)*(D-X(I1))-Y(I1)*(D-X(I)))/DX RETURN
END
23
Приложение 2
Листинг с результатами расчетов
ОБЬЕМ (МЛН.M3) .0000 |
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2000. |
4500. |
6000. |
8500. |
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УРОВЕНЬ ВБ (M) |
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230.0 |
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235.0 |
240.0 |
242.5 |
245.1 |
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РАСХОД (M3/C) |
.0000 |
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200.0 |
1000. |
2000. |
2500. |
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УРОВЕНЬ НБ (М) |
200.0 |
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200.5 |
201.8 |
202.8 |
203.1 |
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VU= |
4000. |
MЛН.M3 |
VR= |
4500. |
MЛH.M3 |
QR= |
358.0 |
M3/C |
QPF= |
900.0000M3/C |
DK= |
.0000 |
EFF= |
.9 |
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ПОР N |
MЕСЯЦ |
ПРИТОК |
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РАСX,ГЭС |
CБРОСЫ |
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BБ |
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HБ |
HAПOP |
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MOШHОСТЬ |
ИЗБЫТ. ОБЪЕМ |
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м3/с |
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м3/с |
м3/с |
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м |
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м |
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м |
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кВт |
млн м3 |
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1 |
9 |
416.0 |
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416.0 |
.0000 |
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245.1 |
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200.9 |
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44.25 |
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.1625E+06 |
.0000 |
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2 |
10 |
322.0 |
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358.0 |
.0000 |
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245.0 |
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200.8 |
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44.24 |
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.1398E+06 |
218.3 |
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3 |
11 |
370.0 |
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441.0 |
.0000 |
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244.8 |
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200.9 |
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43.92 |
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.1710E+06 |
207.6 |
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4 |
12 |
314.0 |
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436.9 |
.0000 |
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244.5 |
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200.9 |
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43.59 |
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.1681E+06 |
495.3 |
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5 |
1 |
192.0 |
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546.3 |
.0000 |
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243.5 |
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201.1 |
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42.44 |
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.2047E+06 |
301.4 |
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6 |
2 |
151.0 |
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472.6 |
.0000 |
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242.6 |
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200.9 |
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41.68 |
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.1739E+06 |
149.6 |
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7 |
3 |
230.0 |
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414.9 |
.0000 |
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241.9 |
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200.8 |
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41.04 |
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.1503E+06 |
131.4 |
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8 |
4 |
370.0 |
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407.9 |
.0000 |
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241.7 |
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200.8 |
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40.88 |
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.1472E+06 |
1032. |
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9 |
5 |
1920.0 |
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791.3 |
.0000 |
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245.1 |
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201.5 |
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43.64 |
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.3049E+06 |
3600. |
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10 |
6 |
2730.0 |
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900.0 |
1830. |
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245.1 |
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203.2 |
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41.86 |
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.3326E+06 |
1000. |
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11 |
7 |
804.0 |
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804.0 |
.0000 |
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245.1 |
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201.5 |
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43.62 |
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.3096E+06 |
.0000 |
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12 |
8 |
725.0 |
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725.0 |
.0000 |
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245.1 |
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201.4 |
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43.75 |
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.2800E+06 |
.2441E-03 |
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13 |
9 |
513.0 |
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513.0 |
.0000 |
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245.1 |
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201.0 |
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44.09 |
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.1997E+06 |
.0000 |
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14 |
10 |
290.0 |
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358.0 |
.0000 |
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244.9 |
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200.8 |
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44.16 |
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.1396E+06 |
134.2 |
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15 |
11 |
240.0 |
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357.9 |
.0000 |
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244.6 |
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200.8 |
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43.83 |
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.1385E+06 |
.0000 |
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16 |
12 |
127.0 |
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358.0 |
.0000 |
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244.0 |
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200.8 |
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43.20 |
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.1366E+06 |
3.470 |
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17 |
1 |
76.0 |
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357.9 |
.0000 |
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243.2 |
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200.8 |
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42.43 |
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.1341E+06 |
.0000 |
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18 |
2 |
94.0 |
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357.9 |
.0000 |
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242.4 |
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200.8 |
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41.69 |
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.1317E+06 |
.0000 |
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19 |
3 |
162.0 |
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339.9 |
.0000 |
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241.7 |
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200.7 |
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40.94 |
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.1229E+06 |
.0000 |
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20 |
4 |
210.0 |
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358.0 |
.0000 |
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241.0 |
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200.8 |
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40.26 |
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.1273E+06 |
610.8 |
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21 |
5 |
1300.0 |
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590.2 |
.0000 |
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243.5 |
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201.1 |
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42.38 |
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.2209E+06 |
2077. |
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22 |
6 |
1018.0 |
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819.3 |
.0000 |
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244.1 |
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201.5 |
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42.55 |
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.3078E+06 |
.0000 |
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23 |
7 |
715.0 |
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334.8 |
.0000 |
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245.1 |
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200.7 |
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44.38 |
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.1312E+06 |
.0000 |
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24 |
8 |
672.0 |
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672.0 |
.0000 |
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245.1 |
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201.3 |
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43.83 |
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.2601E+06 |
.2441E-03 |
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CP.ГОД.ВЫР. |
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EEP= .16542E+10 KBT Ч ОБШИИ ОБЬЕМ СБРОСОВ S= |
4812.9 |
MЛH.M3 |
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ДИСП.ГРАФ. VD( 1)= |
2162. |
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MЛH.M3 |
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ДИСП.ГРАФ. VD( 2)= |
1468. |
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MЛH.M3 |
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PACXOД БЫТOВOЙ |
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ДИСП.ГРАФ. VD( 3)= |
1000. |
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MЛH.M3 |
76.00 |
76.00 |
94.00 |
127.0 |
151.0 |
192.0 |
210.0 |
230.0 |
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240.0 |
290.0 |
322.0 |
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ДИСП.ГРАФ. VD( 4)= |
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0. |
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MЛH.M3 |
370.0 |
370.0 |
416.0 |
513.0 |
715.0 |
725.0 |
804.0 |
1018. |
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1300. |
2730. |
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ДИСП.ГРАФ. VD( 5)= |
400. |
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MЛH.M3 |
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PACXOД ГЭС |
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334.8 |
334.8 |
339.9 |
357.9 |
357.9 |
358.0 |
358.0 |
358.0 |
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358.0 |
407.9 |
416.0 |
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ДИСП.ГРАФ. VD( 6)= |
3000. |
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MЛH.M3 |
436.9 |
441.0 |
472.6 |
513.0 |
590.2 |
672.0 |
725.0 |
791.3 |
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804.0 |
900.0 |
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ДИСП.ГРАФ. VD( 7)= |
4000. |
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MЛH.M3 |
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HAПOP |
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ДИСП.ГРАФ. VD( 8)= |
4000. |
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MЛH.M3 |
40.26 |
40.26 |
40.88 |
40.94 |
41.04 |
41.69 |
41.86 |
42.38 |
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42.43 |
42.44 |
43.20 |
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ДИСП.ГРАФ. VD( 9)= |
4000. |
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MЛH.M3 |
43.59 |
43.62 |
43.64 |
43.75 |
43.83 |
43.92 |
44.09 |
44.16 |
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44.24 |
44.38 |
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ДИСП.ГРАФ. VD(10)= |
3687. |
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MЛH.M3 |
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MOЩHOCTЬ ГЭС |
СPEДНЕСУТОЧНАЯ |
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ДИСП.ГРАФ. VD(11)= |
3511. |
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MЛH.M3 |
.1229E+06 .1229E+06 .1273E+06 .1312E+06 .1317E+06 .1366E+06 .1385E+06 .1396E+06 .1398E+06 .1472E+06 .1625E+06 |
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.1681E+06 .1710E+06 .1739E+06 .1997E+06 .2209E+06 .2601E+06 .2800E+06 .3049E+06 .3078E+06 .3326E+06 |
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ДИСП.ГРАФ. VD(12)= |
2900. |
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MЛH.M3 |
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Приложение 3
Графическое отображение расчетов
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Гидрографы |
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3000 |
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^3/cм, |
2500 |
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2000 |
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Расходы притока |
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Расход |
1500 |
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Расходы потребления |
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|||||||||||||||||||||||||||
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1000 |
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500 |
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0 |
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||
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9 |
10 11 12 |
|
1 |
2 |
|
|
3 |
|
4 |
|
5 |
6 |
|
|
7 |
8 |
9 |
|
|
10 11 12 1 |
|
2 |
3 |
|
4 |
|
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5 |
6 |
|
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7 |
|
8 |
|
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
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|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
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Месяц |
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||||||||||||||||||
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2
Отметка, м
|
|
|
|
|
|
|
Уровни ВБ |
|
|
|
|
|
|
|
|
|||
246 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
245 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
244 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
243 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
242 |
|
|
|
|
|
|
|
|
Уровень ВБ |
|
|
|
|
|
|
|
||
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|||
241 |
|
|
|
|
|
|
|
|
Диспетчерский график |
|
|
|
|
|
|
|||
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
||||
240 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
9 |
10 11 12 |
1 |
2 |
3 |
4 |
5 |
6 |
7 |
8 |
9 |
10 11 12 1 |
2 |
3 |
4 |
5 |
6 |
7 |
8 |
|
|
|
|
|
|
|
|
|
|
Месяц |
|
|
|
|
|
|
|
|
2
Отметка, м
Уровни НБ
204 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
203 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
202 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
201 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
200 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
199 |
9 |
10 11 12 |
1 |
2 |
3 |
4 |
5 |
6 |
7 |
8 |
9 10 11 12 |
1 |
2 |
3 |
4 |
5 |
6 |
7 |
8 |
|
|||||||||||||||||||
|
|
|
|
|
|
|
|
|
|
|
Месяц |
|
|
|
|
|
|
|
|
2
|
|
|
Кривая обеспеченности расходов |
|
|
|
|||||
|
3000 |
|
|
|
|
|
|
|
|
|
|
с |
2500 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Потребление |
|
|
|
|
||
^3/ |
2000 |
|
|
|
|
Приток |
|
|
|
|
|
Q, м |
|
|
|
|
|
|
|
|
|
||
1500 |
|
|
|
|
|
|
|
|
|
|
|
Расход |
|
|
|
|
|
|
|
|
|
|
|
1000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
500 |
|
|
|
|
|
|
|
|
|
|
|
0 |
|
|
|
|
|
|
|
|
|
|
|
0 |
10 |
20 |
30 |
40 |
50 |
60 |
70 |
80 |
90 |
100 |
|
|
|
|
|
Обеспеченность, % |
|
|
|
|
||
|
|
|
Кривая обеспеченности напоров |
|
|
|
|||||
|
45 |
|
|
|
|
|
|
|
|
|
|
|
44.5 |
|
|
|
|
|
|
|
|
|
|
|
44 |
|
|
|
|
|
|
|
|
|
|
, м |
43.5 |
|
|
|
|
|
|
|
|
|
|
43 |
|
|
|
|
|
|
|
|
|
|
|
Напор |
42.5 |
|
|
|
|
|
|
|
|
|
|
42 |
|
|
|
|
|
|
|
|
|
|
|
41.5 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
41 |
|
|
|
|
|
|
|
|
|
|
|
40.5 |
|
|
|
|
|
|
|
|
|
|
|
40 |
|
|
|
|
|
|
|
|
|
|
|
0 |
10 |
20 |
30 |
40 |
50 |
60 |
70 |
80 |
90 |
100 |
|
|
|
|
|
Обеспеченность, % |
|
|
|
|
||
|
|
|
Кривая обеспеченности мощности |
|
|
|
|||||
|
3.50E+05 |
|
|
|
|
|
|
|
|
|
|
кВт |
3.00E+05 |
|
|
|
|
|
|
|
|
|
|
2.50E+05 |
|
|
|
|
|
|
|
|
|
|
|
, |
|
|
|
|
|
|
|
|
|
|
|
Мощность |
2.00E+05 |
|
|
|
|
|
|
|
|
|
|
1.50E+05 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1.00E+05 |
|
|
|
|
|
|
|
|
|
|
|
5.00E+04 |
|
|
|
|
|
|
|
|
|
|
|
0 |
10 |
20 |
30 |
40 |
50 |
60 |
70 |
80 |
90 |
100 |
|
|
|
|
|
Обеспеченность, % |
|
|
|
|
||
29
|
О Г Л А В Л Е Н И Е |
|
Введение ............................................................................................... |
.3 |
|
1. |
Условные обозначения .................................................................... |
.4 |
2. |
Алгоритм вычислений ..................................................................... |
.5 |
3. |
Блок-схема и текст программы «WRST»....................................... |
.8 |
4. |
Инструкция по использованию программы «WRST» .................. |
11 |
|
4.1. Подготовка исходных данных................................................ |
11 |
|
4.2. Ввод исходных данных ........................................................... |
14 |
|
4.3. Выполнение расчета ................................................................ |
17 |
|
4.4. Данные, выдаваемые на печать .............................................. |
17 |
|
4.5. Анализ полученных результатов............................................ |
18 |
Библиографический список ................................................................ |
19 |
|
Приложение 1. Текст программы ....................................................... |
19 |
|
Приложение 2. Листинг с результатами расчетов ............................ |
23 |
|
Приложение 3. Графическое отображение расчетов ........................ |
24 |
|
30