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Page 1: לט יטידור הצרמ - iwwa.co.il · 110 105 100 91 80.5 70 77.2 73.7 70.2 56.5 49.1 65.6 62.6 59.6 54.3 48 41.8 115.8 110.5 105 95.8 84.7 73.7 63.9 40 50 60 70 80 90 100 110

רודיטי טל : מרצה

Page 2: לט יטידור הצרמ - iwwa.co.il · 110 105 100 91 80.5 70 77.2 73.7 70.2 56.5 49.1 65.6 62.6 59.6 54.3 48 41.8 115.8 110.5 105 95.8 84.7 73.7 63.9 40 50 60 70 80 90 100 110

מצוי - NPSH חישוב

Hbברומטרי

Hרום טופוגרפי

H ∆בצנרת יניקה

Hvלחץ אדים

P0הפרש הלחץ

Page 3: לט יטידור הצרמ - iwwa.co.il · 110 105 100 91 80.5 70 77.2 73.7 70.2 56.5 49.1 65.6 62.6 59.6 54.3 48 41.8 115.8 110.5 105 95.8 84.7 73.7 63.9 40 50 60 70 80 90 100 110

דוגמאמשאבה שואבת מהכינרת

ø= 10: "קוטר: צינור השאיבהL=250מטר : אורךC=100: פלדהחיכוךמקדם

מטר מפני המים3: גובה ציר המשאבה

נקודות על עקומת העבודה

100150200250ספיקה

60504030עומד

N.P.S.H2.02.42.63.9

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10 – 3.0 – 0.5 – 0.3 = 6.26.2 > 2.0

10 – 3.0 – 1.0 – 0.3 = 5.7 5.7 > 2.4

10 – 3.0 – 1.75 – 0.3 = 4.954.95 > 2.6

10 – 3.0 – 2.5 – 0.3 = 4.24.2 > 3.9

10 – 3.0 – 2.5 – 0.7 = 3.83.8 < 3.9

100602.0

150502.4

200402.6

250303.9

250303.9

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Presenter
Presentation Notes
וולקן אופקית
Page 23: לט יטידור הצרמ - iwwa.co.il · 110 105 100 91 80.5 70 77.2 73.7 70.2 56.5 49.1 65.6 62.6 59.6 54.3 48 41.8 115.8 110.5 105 95.8 84.7 73.7 63.9 40 50 60 70 80 90 100 110
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V1

V2H= V²2-V²1

2g V=√2gH

g=9.81

V2= n×π×D60

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ספיקה3000170020002850

115.865.677.2110300

110.562.673.7105350

10559.670.2100400

95.854.363.991450

84.74856.580.5500

73.741.849.170550

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110

105

100

91

80.5

70

77.273 .7

70 .2

56 .5

49 .1

65 .662 .6

59 .6

54 .3

48

41.8

115 .8

110 .5

105

95.8

84 .7

73 .7

63 .9

40

50

60

70

80

90

100

110

120

1 2 3 4 5 6

מקור 2850 2000 1700 3000

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