Manual – Xylem MJK 713 Open Channel Flowmeter User Manual

Page 37

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37

Manual

US 3.10 713 Flow Converter 1210 - Sw 833062

MJK North America, Inc.
37 Sherwood Terrace, #126
Lake Bluff, Il 60044
Tel.: 847-482-8655
Fax: 847-482-8654
[email protected]
www.mjk.com


Dimension:

Max. head:

(Max. nominal flow)

[ft]

[CFS]

1” Parshall

0,70

0,195

2” Parshall

0,80

0,478

3” Parshall

1,10

1,15

6” Parshall

1,50

3,91

9” Parshall

2,00

8,87

12” Parshall

2,50

16,13

18” Parshall

2,50

24,56

24” Parshall

2,50

33,11

36” Parshall

2,50

50,39

48” Parshall

2,50

67,93

60” Parshall

2,50

85,62

72” Parshall

2,50

103,5

96” Parshall

2,50

139,5

120” Parshall

2,75

198,7

144” Parshall

3,50

347,0

Dimension:

Max. head:

(Max. nominal flow)

[ft]

[CFS]

4” P&B

0,25

0,121

6” P&B

0,35

0,295

8” P&B

0,50

0,690

10” P&B

0,60

1,119

12” P&B

0,70

1,676

15” P&B

0,90

3,086

18” P&B

1,05

4,614

21” P&B

1,25

7,042

24” P&B

1,40

9,464

27” P&B

1,60

13,09

30” P&B

1,75

16,52

Dimension:

Max. head:

(Max. nominal flow)

[ft]

[CFS]

1 ft w. contraction

0,50

1,060

1½ ft w. contraction 0,75

2,920

2 ft ft w. contraction 1,00

5,994

2½ ft w. contraction 1,25

10,47

3 ft w. contraction

1,50

16,52

4 ft w. contraction

2,00

33,91

5 ft w. contraction

2,50

59,23

6 ft w. contraction

3,00

93,44

8 ft w. contraction

4,00

191,8

10 ft w. contraction 5,00

335,1

Appendix F
Max. head to max. nominal flow
Parshall flumes, 1 to 144 in

The values stated are valid only for contractions constructed

with the minimum dimensions as shown in above figure.

Rectangular weirs with side contractions

Palmer & Bowlus flumes, 4 to 30 in

Dimension:

Max. head:

(Max. nominal flow)

[ft]

[CFS]

1 ft wo. contraction 0,50

1,177

1½ ft wo. contraction 0,75

3,244

2 ft wo. contraction 1,00

6,660

2½ ft wo. contraction 1,25

11,63

3 ft wo. contraction 1,50

18,35

4 ft wo. contraction 2,00

37,67

5 ft wo. contraction 2,50

65,81

6 ft wo. contraction 3,00

103,8

8 ft wo. contraction 4,00

213,1

10 ft wo. contraction 5,00

372,3

Rectangular weirs without side contractions

The values stated are valid only for contractions constructed

with the minimum dimensions as shown in above figure.

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