Hidraulica Aplicada-Volúmenes de Regulación

7/24/2019 Hidraulica Aplicada-Volmenes de Regulacin

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PONTIFICIA UNIV

FAC

T Qc Area bajo la curva Qa

(h) (l!") Qc v" T (Vc) (l!")

0 2.00 6.30 3.1875

3 2.20 7.80 3.1875

6 3.00 10.80 3.18759 4.20 13.80 3.1875

12 5.00 13.50 3.187515 4.00 10.20 3.187518 2.80 7.65 3.187521 2.30 6.45 3.1875

24 2.00 3.1875

#$ 76.50

T $ 24 hQa cte durante 24 h

Al final de T :

Vc $ 76.50 lt/s*h

Alu%&o'risthian !rdenas

/-


2/21

Qa $ 3.1875 lt/s

T T Qc Qc ro%* Vc Vc

"h# "h# "lt/s# "lt/s# "lt/s*h# "lt/s*h#0 2.0000 0.0000

3 2.1000 6.30003 2.2000 6.3000

3 2.6000 7.80006 3.0000 14.1000

3 3.6000 10.8000

9 4.2000 24.90003 4.6000 13.8000

12 5.0000 38.70003 4.5000 13.5000

15 4.0000 52.20003 3.4000 10.2000

18 2.8000 62.40003 2.5500 7.6500

21 2.3000 70.05003 2.1500 6.4500

24 2.0000 76.5000


3/21

RSIDAD CATOLICA DEL ECUADOR

LTAD INGENIERIA

SCUELA CIVIL

1.00

2.00

3.00

4.00

5.00

6.00


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5/21


6/21

Ob"erv*

%r& '(%def. )a.(

% ec. )a.+ %r ,a.

% def. )a.+ %r ' 0

%rf '(%def. )a.(

22 24


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6 8 10 12 14 16 18 20


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Tiempo (h)


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22 24

Va acum. Vs t

Va` Vs t

Vc acum. Vs t


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11/21

.


(h) (l!") Qc v" T (Vc) (l!")

0 2.00 6.30 03 2.20 7.80 0

6 3.00 10.80 09 4.20 0

9 4.20 13.80 12.7512 5.00 13.50 12.7515 4.00 10.20 12.7515 4.00 0

18 2.80 7.65 021 2.30 6.45 024 2.00 0

#$ 76.50

T $ 6 h rante 6 h "9h $ 15h#

-urante T :

Vc $ 76.50 lt/s*hQa $ 12.75 lt/s

T T Qc Qc ro%* Vc Vc Qa Qa ro%*

"h# "h# "lt/s# "lt/s# "lt/s*h# "lt/s*h# "lt/s# "lt/s#0 2.0000 0.0000 0.0000

/-

/-

/-

0 2 4

0.00

2.00

4.00

6.00

8.00

10.00

12.00

14.00


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3 2.1000 6.3000 0.00003 2.2000 6.3000 0.0000

3 2.6000 7.8000 0.00006 3.0000 14.1000 0.0000

3 3.6000 10.8000 0.00009 4.2000 24.9000 12.7500

3 4.6000 13.8000 12.7500

12 5.0000 38.7000 12.75003 4.5000 13.5000 12.750015 4.0000 52.2000 12.7500

3 3.4000 10.2000 0.000018 2.8000 62.4000 0.0000

3 2.5500 7.6500 0.000021 2.3000 70.0500 0.0000

3 2.1500 6.4500 0.0000

24 2.0000 76.5000 0.0000


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Va Va Va + Vc Vr, Va,- Ob"erv*

"lt/s*h# "lt/s*h# "lt/s*h# "lt/s*h# "lt/s*h#0.0000 0.0000 24.9000 24.9000 %r& '(%def. )a.(

6 8 10 12 14 16 18 20 22 24

Qc vs T

Qa vs T


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0.00000.0000 $6.3000 18.6000 24.9000

0.00000.0000 $14.1000 10.8000 24.9000

0.00000.0000 $24.9000 0.0000 24.9000 % def. )a.+ %r ' 0

38.2500

38.2500 $0.4500 24.4500 63.150038.250076.5000 24.3000 49.2000 101.4000 % ec. )a.+ %r ,a.

0.000076.5000 14.1000 39.0000 101.4000

0.000076.5000 6.4500 31.3500 101.4000

0.0000

76.5000 0.0000 24.9000 101.4000 %rf '(%def. )a.(


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18/21

/


(h) (l!") Qc v" T (Vc) (l!")

0 2.00 6.30 12.753 2.20 7.80 12.75

3 2.20 06 3.00 10.80 09 4.20 13.80 012 5.00 13.50 015 4.00 10.20 018 2.80 7.65 021 2.30 0

21 2.30 6.45 12.7524 2.00 12.75

#$ 76.50

T $ 6 hQa cte durante 6 h "21h $ 3h#

Al final de T :Vc $ 76.50 lt/s*hQa $ 12.75 lt/s

T T Qc Qc ro%* Vc Vc Qa Qa ro%*

(h) (h) (l!") (l!") (l!"0h) (l!"0h) (l!") (l!")

0 2.0000 0.0000 12.75003 2.1000 6.3000 12.7500

3 2.2000 6.3000 12.75003 2.6000 7.8000 0.0000

6 3.0000 14.1000 0.0000

/-

/-

/-

0 2 4

0.00

2.00

4.00

6.00

8.00

10.00

12.00

14.00


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3 3.6000 10.8000 0.00009 4.2000 24.9000 0.0000

3 4.6000 13.8000 0.000012 5.0000 38.7000 0.0000

3 4.5000 13.5000 0.000015 4.0000 52.2000 0.0000

3 3.4000 10.2000 0.000018 2.8000 62.4000 0.0000

3 2.5500 7.6500 0.000021 2.3000 70.0500 12.7500

3 2.1500 6.4500 12.7500

24 2.0000 76.5000 12.7500


20/21

Va Va Va + Vc Vr, Va,- Ob"erv*

(l!"0h) (l!"0h) (l!"0h) (l!"0h) (l!"0h)

0.0000 0.0000 31.8000 31.8000 %r& '(%def. )a.(38.2500

38.2500 31.9500 63.7500 70.0500 % ec. )a.+ %r ,a.0.0000

38.2500 24.1500 55.9500 70.0500

6 8 10 12 14 16 18 20 22 24

Qc vs T

Qa vs T


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0.000038.2500 13.3500 45.1500 70.0500

0.000038.2500 $0.4500 31.3500 70.0500

0.000038.2500 $13.9500 17.8500 70.0500

0.000038.2500 $24.1500 7.6500 70.0500

0.000038.2500 $31.8000 0.0000 70.0500 % def. )a.+ %r ' 0

38.2500

76.5000 0.0000 31.8000 108.3000 %rf '(%def. )a.(

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Hidraulica Aplicada-Volúmenes de Regulación