42
adancime 60 m top screen 45 m Hstatic 5.05 m test Q (mc/h) Hdin (m) rezultat masura la galeata 1 0.00 5.05 static 2 0.45 5.62 5l/40s 3 0.86 6.15 5l/21s 4 1.13 6.60 5l/16s Delta Pmax (m) 10 25% max pt gravel pack H din max(m) 15 Qmax (mc/h) 7 Qapa necesar (mc/h) 2 0.0 0 0.5 0 1.0 0 1.5 0 2. 00 2. 50 3. 00 3. 50 4.004.50 5.005.506.00 6. 50 7. 00 7. 50 8. 00 8 .50 9 .00 9 .50 10 .00 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 Producti vitat e pu t Qapa (mc/h)

Optimizare pompa fantana

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Page 1: Optimizare pompa fantana

adancime 60 mtop screen 45 mHstatic 5.05 m

testQ (mc/h) Hdin (m) rezultat masura la galeata

1 0.00 5.05 static2 0.45 5.62 5l/40s3 0.86 6.15 5l/21s4 1.13 6.60 5l/16s

Delta Pmax (m) 10 25% max pt gravel pack (fara gravel max 10%)H din max(m) 15Qmax (mc/h) 7

Qapa necesar (mc/h) 2

0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 6.00 6.50 7.00 7.50 8.00 8.50 9.00 9.50 10.00

0.00

5.00

10.00

15.00

20.00

25.00

30.00

35.00

40.00

45.00

Productivitate putQapa (mc/h)

H din (m)

Page 2: Optimizare pompa fantana

(fara gravel max 10%)

0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 6.00 6.50 7.00 7.50 8.00 8.50 9.00 9.50 10.00

0.00

5.00

10.00

15.00

20.00

25.00

30.00

35.00

40.00

45.00

Productivitate putQapa (mc/h)

H din (m)

Page 3: Optimizare pompa fantana

masuratoare SQ 2-55hdin Qfantana PI caracteristici producatorm mc/h h mc/h

5.05 0.00 32 35.62 0.45 45 2.56.15 0.86 60 1.56.60 1.13 66 0.5

10.00 3.10

0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 50

5

10

15

20

25

30

35

40

45

QputQ pompa pres med

Page 4: Optimizare pompa fantana

presiune hidrofor1 kg/cm2 2 kg/cm2 3 kg/cm2

17 7 -330 20 1045 35 2551 41 31

(adancimea din caracteristica pompei minus 5 m, nivelul static, minus 10 m pt fiecare kg/cm2)

0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 50

5

10

15

20

25

30

35

40

45

QputQ pompa pres med

Page 5: Optimizare pompa fantana

(adancimea din caracteristica pompei minus 5 m, nivelul static, minus 10 m pt fiecare kg/cm2)

Page 6: Optimizare pompa fantana

masuratoare hdinamic put secathdin Qfantana PI 15 m 25 m sq 2-55m mc/h mc/h/m m m h mc/h

5.05 0.00 20.05 30.05 32 35.62 0.45 0.79 20.62 30.62 45 2.56.15 0.86 0.77 21.15 31.15 60 1.56.60 1.13 0.60 21.6 31.6 66 0.5

10.00 3.10 0.58 extrapolare 25 35

zestre putdiam (m) 0.19vol (l/m) 28.34

Put cu nivel scazut si infundat

hdin min put secat si infundathdin Qfantana PI 15 m 25 mm mc/h mc/h/m m m

5 0 0.1 20 3010 0.5 25 3520 1.5 35 4530 2.5 45 5535 3 50 60

0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 50

10

20

30

40

50

60

Qput

Qput secat 15 m

Q put secat 25 m

Q put infundat

Qput infundat si secat 15 m

Q put secat 25 m si infundat

SQ 2-35 Qpompa

Sq 2-55 Qpompa

SQ 2-70 Qpompa

ONKM 100 Qpompa

ONKM 150 Qpompa

B007 Qpompa

Page 7: Optimizare pompa fantana

presiune hidrofor1 kg/cm2 2 kg/cm2 3 kg/cm2

17 7 -330 20 1045 35 2551 41 31

0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 50

10

20

30

40

50

60

Qput

Qput secat 15 m

Q put secat 25 m

Q put infundat

Qput infundat si secat 15 m

Q put secat 25 m si infundat

SQ 2-35 Qpompa

Sq 2-55 Qpompa

SQ 2-70 Qpompa

ONKM 100 Qpompa

ONKM 150 Qpompa

B007 Qpompa

Page 8: Optimizare pompa fantana

masuratoare hdinamic put secathdin Qfantana PI 15 m 25 m ONK150m mc/h mc/h/m m m h mc/h

5.00 0.00 20 30 102 0.35.57 0.45 0.79 20.57 30.57 78 0.66.10 0.86 0.77 21.1 31.1 67 0.96.55 1.13 0.60 21.55 31.55 58 1.2

10.00 3.10 0.57 extrapolare 25 35 48 1.537 1.825 2.1

zestre put 15 2.4diam (m) 0.19 7 2.7vol (l/m) 28.34

Put cu nivel scazut si infundat

hdin min put secat si infundathdin Qfantana PI 15 m 25 mm mc/h mc/h/m m m

5 0 0.1 20 3010 0.5 25 3520 1.5 35 4530 2.5 45 5535 3 50 60

verificare ascensiune nisipQ pompa (mc/h) 2.2sectiune fantana (m2) 0.028339viteza apa (m/s) 0.021565diametru max particula nisip transportata (mm) 0.072662

0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 50

10

20

30

40

50

60

Qput

Qpompa pres med

Q pompa pres max

Qput secat 15 m

Q put secat 25 m

Q put infundat

Qput infundat si secat 15 m

Q put secat 25 m si infundat

Page 9: Optimizare pompa fantana

presiune hidrofor1 kg/cm2 1.5 kg/cm23.5 kg/cm2

87 82 6263 58 3852 47 2743 38 1833 28 822 17 -310 5 -15

0 -5 -25-8 -13 -33

0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 50

10

20

30

40

50

60

Qput

Qpompa pres med

Q pompa pres max

Qput secat 15 m

Q put secat 25 m

Q put infundat

Qput infundat si secat 15 m

Q put secat 25 m si infundat

Page 10: Optimizare pompa fantana

masuratoare hdinamic put secathdin Qfantana PI 15 m 25 m ONK100m mc/h mc/h/m m m h mc/h

5.05 0.00 20.05 30.05 62 0.35.62 0.45 0.79 20.62 30.62 49 0.66.15 0.86 0.77 21.15 31.15 42 0.96.60 1.13 0.60 21.6 31.6 37 1.2

10.00 3.10 0.58 extrapolare 25 35 30 1.523 1.816 2.1

zestre put 10 2.4diam (m) 0.19 6 2.7vol (l/m) 28.34

Put cu nivel scazut si infundat

hdin min put secat si infundathdin Qfantana PI 15 m 25 mm mc/h mc/h/m m m

5 0 0.15 20 3010 0.75 25 3520 2.25 35 4530 3.75 45 5535 4.5 50 60

verificare ascensiune nisipQ pompa (mc/h) 1.8sectiune fantana (m2) 0.028339viteza apa (m/s) 0.017644diametru max particula nisip transportata (mm) 0.048641

0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 50

10

20

30

40

50

60

Qput

Qpompa pres med

Q pompa pres max

Qput secat 15 m

Q put secat 25 m

Q put infundat

Qput infundat si secat 15 m

Q put secat 25 m si infundat

Column K

Column N

Page 11: Optimizare pompa fantana

presiune hidrofor0.5 kg/cm21.5 kg/cm23.5 kg/cm25 kg/cm2

5052 42 22 739 29 9 -632 22 2 -1327 17 -3 -1820 10 -10 -2513 3 -17 -32

6 -4 -24 -390 -10 -30 -45

-4 -14 -34 -490 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5

0

10

20

30

40

50

60

Qput

Qpompa pres med

Q pompa pres max

Qput secat 15 m

Q put secat 25 m

Q put infundat

Qput infundat si secat 15 m

Q put secat 25 m si infundat

Column K

Column N

Page 12: Optimizare pompa fantana

masuratoare hdinamic put secathdin Qfantana PI 15 m 25 m ONK100m mc/h mc/h/m m m h mc/h

5.05 0.00 20.05 30.05 62 0.35.62 0.45 0.79 20.62 30.62 49 0.66.15 0.86 0.77 21.15 31.15 42 0.96.60 1.13 0.60 21.6 31.6 37 1.2

10.00 3.10 0.58 extrapolare 25 35 30 1.523 1.816 2.1

zestre put 10 2.3diam (m) 0.19 6 2.4vol (l/m) 28.34

Put cu nivel scazut si infundat

hdin min put secat si infundathdin Qfantana PI 15 m 25 mm mc/h mc/h/m m m

5 0 0.1 20 3010 0.5 25 3520 1.5 35 4530 2.5 45 5535 3 50 60

verificare ascensiune nisipQ pompa (mc/h) 1.8sectiune fantana (m2) 0.028339viteza apa (m/s) 0.017644diametru max particula nisip transportata (mm) 0.048641

0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5

-20

-10

0

10

20

30

40

50

60

Qput

Qpompa pres med

Q pompa pres max

Qput secat 15 m

Q put secat 25 m

Q put infundat

Qput infundat si secat 15 m

Q put secat 25 m si infundat

Column O

Page 13: Optimizare pompa fantana

presiune hidrofor0.5 kg/cm21.5 kg/cm23.5 kg/cm24 kg/cm2

l/min 405 34 26 8 4

10 33 25 6 215 30 22 2 -320 27 17 -3 -825 20 10 -10 -1530 13 3 -17 -2235 6 -4 -24 -29

38.33333 0 -10 -30 -3540 -4 -14 -34 -39

0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5

-20

-10

0

10

20

30

40

50

60

Qput

Qpompa pres med

Q pompa pres max

Qput secat 15 m

Q put secat 25 m

Q put infundat

Qput infundat si secat 15 m

Q put secat 25 m si infundat

Column O

Page 14: Optimizare pompa fantana

masuratoare hdinamic put secathdin Qfantana PI 15 m 25 m sq 2-35m mc/h mc/h/m m m h mc/h

5.05 0.00 20.05 30.05 19 35.62 0.45 0.79 20.62 30.62 29 2.56.15 0.86 0.77 21.15 31.15 39 1.56.60 1.13 0.60 21.6 31.6 43 0.5

10.00 3.10 0.58 extrapolare 25 35

zestre putdiam (m) 0.19vol (l/m) 28.34

Put cu nivel scazut si infundat

hdin min put secat si infundathdin Qfantana PI 15 m 25 mm mc/h mc/h/m m m

5 0 0.1 20 3010 0.5 25 3520 1.5 35 4530 2.5 45 5535 3 50 60

verificare ascensiune nisipQ pompa (mc/h) 2.75sectiune fantana (m2) 0.028339viteza apa (m/s) 0.026956diametru max particula nisip transportata (mm) 0.113534

0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 50

10

20

30

40

50

60

Qput

Qpompa pres med

Qpompa pres min

Q pompa pres max

Qput secat 15 m

Q put secat 25 m

Q put infundat

Qput infundat si secat 15 m

Q put secat 25 m si infundat

Page 15: Optimizare pompa fantana

presiune hidrofor1 kg/cm2 2 kg/cm2 3.5 kg/cm2

4 -6 -2114 4 -1124 14 -128 18 3

0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 50

10

20

30

40

50

60

Qput

Qpompa pres med

Qpompa pres min

Q pompa pres max

Qput secat 15 m

Q put secat 25 m

Q put infundat

Qput infundat si secat 15 m

Q put secat 25 m si infundat

Page 16: Optimizare pompa fantana

masuratoare hdinamic put secathdin Qfantana PI 15 m 25 m sq 2-55m mc/h mc/h/m m m h mc/h

5.05 0.00 20.05 30.05 32 35.62 0.45 0.79 20.62 30.62 45 2.56.15 0.86 0.77 21.15 31.15 60 1.56.60 1.13 0.60 21.6 31.6 66 0.5

10.00 3.10 0.58 extrapolare 25 35

zestre putdiam (m) 0.19vol (l/m) 28.34

Put cu nivel scazut si infundat

hdin min put secat si infundathdin Qfantana PI 15 m 25 mm mc/h mc/h/m m m

5 0 0.05 20 3010 0.25 25 3520 0.75 35 4530 1.25 45 5535 1.5 50 60

verificare ascensiune nisipQ pompa (mc/h) 3.1sectiune fantana (m2) 0.028339viteza apa (m/s) 0.030387diametru max particula nisip transportata (mm) 0.144273

0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 50

10

20

30

40

50

60

Qput

Qpompa pres med

Q pompa pres max

Qput secat 15 m

Q put secat 25 m

Q put infundat

Qput infundat si secat 15 m

Q put secat 25 m si infundat

Page 17: Optimizare pompa fantana
Page 18: Optimizare pompa fantana

presiune hidrofor1 kg/cm2 2 kg/cm2 3.5 kg/cm2

17 7 -830 20 545 35 2051 41 26

0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 50

10

20

30

40

50

60

Qput

Qpompa pres med

Q pompa pres max

Qput secat 15 m

Q put secat 25 m

Q put infundat

Qput infundat si secat 15 m

Q put secat 25 m si infundat

Page 19: Optimizare pompa fantana
Page 20: Optimizare pompa fantana
Page 21: Optimizare pompa fantana
Page 22: Optimizare pompa fantana

masuratoare hdinamic put secathdin Qfantana PI 15 m 25 m sq 2-70m mc/h mc/h/m m m h mc/h

5.05 0.00 20.05 30.05 43 35.62 0.45 0.79 20.62 30.62 60 2.56.15 0.86 0.77 21.15 31.15 79 1.56.60 1.13 0.60 21.6 31.6 87 0.5

10.00 3.10 0.58 extrapolare 25 35

zestre putdiam (m) 0.19vol (l/m) 28.34

Put cu nivel scazut si infundat

hdin min put secat si infundathdin Qfantana PI 15 m 25 mm mc/h mc/h/m m m

5 0 0.1 20 3010 0.5 25 3520 1.5 35 4530 2.5 45 5535 3 50 60

verificare ascensiune nisipQ pompa (mc/h) 3.1sectiune fantana (m2) 0.028339viteza apa (m/s) 0.030387diametru max particula nisip transportata (mm) 0.144273

0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 50

10

20

30

40

50

60

Qput

Qpompa pres med

Qpompa pres min

Q pompa pres max

Qput secat 15 m

Q put secat 25 m

Q put infundat

Qput infundat si secat 15 m

Q put secat 25 m si infundat

Page 23: Optimizare pompa fantana

presiune hidrofor1 kg/cm2 2 kg/cm2 3 kg/cm2

28 18 845 35 2564 54 4472 62 52

0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 50

10

20

30

40

50

60

Qput

Qpompa pres med

Qpompa pres min

Q pompa pres max

Qput secat 15 m

Q put secat 25 m

Q put infundat

Qput infundat si secat 15 m

Q put secat 25 m si infundat

Page 24: Optimizare pompa fantana

masuratoare hdinamic put secathdin Qfantana PI 15 m 25 m B007m mc/h mc/h/m m m h mc/h

5.05 0.00 20.05 30.05 23 35.62 0.45 0.79 20.62 30.62 42 2.46.15 0.86 0.77 21.15 31.15 49 2.16.60 1.13 0.60 21.6 31.6 55 1.8

10.00 3.10 0.58 extrapolare 25 35 62 1.268 0.6

zestre putdiam (m) 0.19vol (l/m) 28.34

Put cu nivel scazut si infundat

hdin min put secat si infundathdin Qfantana PI 15 m 25 mm mc/h mc/h/m m m

5 0 0.1 20 3010 0.5 25 3520 1.5 35 4530 2.5 45 5535 3 50 60

verificare ascensiune nisipQ pompa (mc/h) 3.1sectiune fantana (m2) 0.028339viteza apa (m/s) 0.030387diametru max particula nisip transportata (mm) 0.144273

0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 50

10

20

30

40

50

60

Qput

Column L

Column K

Column M

Qput secat 15 m

Q put secat 25 m

Q put infundat

Qput infundat si secat 15 m

Q put secat 25 m si infundat

Page 25: Optimizare pompa fantana
Page 26: Optimizare pompa fantana

presiune hidrofor1 kg/cm2 2 kg/cm2 3.5 kg/cm2

8 -2 -1727 17 234 24 940 30 1547 37 2253 43 28

0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 50

10

20

30

40

50

60

Qput

Column L

Column K

Column M

Qput secat 15 m

Q put secat 25 m

Q put infundat

Qput infundat si secat 15 m

Q put secat 25 m si infundat

Page 27: Optimizare pompa fantana
Page 28: Optimizare pompa fantana

masuratoare hdinamic put secathdin Qfantana PI 15 m 25 m B005m mc/h mc/h/m m m h mc/h

5.05 0.00 20.05 30.05 15 35.62 0.45 0.79 20.62 30.62 27 2.46.15 0.86 0.77 21.15 31.15 31 2.16.60 1.13 0.60 21.6 31.6 35 1.8

10.00 3.10 0.58 extrapolare 25 35 40 1.243 0.6

zestre putdiam (m) 0.19vol (l/m) 28.34

Put cu nivel scazut si infundat

hdin min put secat si infundathdin Qfantana PI 15 m 25 mm mc/h mc/h/m m m

5 0 0.1 20 3010 0.5 25 3520 1.5 35 4530 2.5 45 5535 3 50 60

verificare ascensiune nisipQ pompa (mc/h) 3.1sectiune fantana (m2) 0.028339viteza apa (m/s) 0.030387diametru max particula nisip transportata (mm) 0.144273

0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 50

10

20

30

40

50

60

Qput

Column L

Column K

Column M

Qput secat 15 m

Q put secat 25 m

Q put infundat

Qput infundat si secat 15 m

Q put secat 25 m si infundat

Page 29: Optimizare pompa fantana
Page 30: Optimizare pompa fantana

presiune hidrofor1 kg/cm2 2 kg/cm2 3 kg/cm2

0 -10 -2012 2 -816 6 -420 10 025 15 528 18 8

0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 50

10

20

30

40

50

60

Qput

Column L

Column K

Column M

Qput secat 15 m

Q put secat 25 m

Q put infundat

Qput infundat si secat 15 m

Q put secat 25 m si infundat

Page 31: Optimizare pompa fantana
Page 32: Optimizare pompa fantana

2.988