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Discharge Characteristics of V-shaped Multi-slit Weirs

Discharge Characteristics of V-shaped Multi-slit Weirs PDF Author: Kai Ji
Publisher:
ISBN:
Category :
Languages : en
Pages : 0

Book Description
V-shaped weirs with small angles are efficient in accurately measuring extremely small discharge rates. The concept of slit weirs to measure discharge rates has been studied in recent investigations. Rectangular multi-slit notches or weirs have been shown to extend the range of flow measurement to include both very low and high discharge rates. It is a well-known fact that V-notches whose sections are narrower at lower heads are preferred to rectangular notches to measure small discharge rates in laboratories. To increase the range of discharges measured, the concept of multi-slit weirs using rectangular weirs has been introduced recently. For rectangular multi-slit weirs, experimental data showed that the discharge coefficient C d for multi-slit weirs or a single weir was a function of the Reynolds number R e when R e is based on the width of rectangular weirs. V-notches are generally used for laboratory flow measurements, as they can very precisely measure discharge rates. Hence, the multi-slit weirs formed by V-notches are expected to measure discharges in a very wide range of discharge rates. To represent a common discharge coefficient C d for multi-slit weirs formed of either rectangular or triangular shaped individual weirs, a new Reynolds number R eR is proposed to unify representation of discharge coefficient data for both rectangular shaped and V-shaped multi-slit weir units. C d data for both rectangular and V-shaped multi-slit weirs fall on a single curve and appear to be the function of R eR . At large Reynolds number, R eR, the discharge coefficient C d approaches a constant value of 0.61. This constant also denotes the contraction coefficient for the narrow two-dimensional slit flow. Present test data show that C d for multi-slit V-shaped weirs is generally a function of R eR for b/B

Discharge Characteristics of V-shaped Multi-slit Weirs

Discharge Characteristics of V-shaped Multi-slit Weirs PDF Author: Kai Ji
Publisher:
ISBN:
Category :
Languages : en
Pages : 0

Book Description
V-shaped weirs with small angles are efficient in accurately measuring extremely small discharge rates. The concept of slit weirs to measure discharge rates has been studied in recent investigations. Rectangular multi-slit notches or weirs have been shown to extend the range of flow measurement to include both very low and high discharge rates. It is a well-known fact that V-notches whose sections are narrower at lower heads are preferred to rectangular notches to measure small discharge rates in laboratories. To increase the range of discharges measured, the concept of multi-slit weirs using rectangular weirs has been introduced recently. For rectangular multi-slit weirs, experimental data showed that the discharge coefficient C d for multi-slit weirs or a single weir was a function of the Reynolds number R e when R e is based on the width of rectangular weirs. V-notches are generally used for laboratory flow measurements, as they can very precisely measure discharge rates. Hence, the multi-slit weirs formed by V-notches are expected to measure discharges in a very wide range of discharge rates. To represent a common discharge coefficient C d for multi-slit weirs formed of either rectangular or triangular shaped individual weirs, a new Reynolds number R eR is proposed to unify representation of discharge coefficient data for both rectangular shaped and V-shaped multi-slit weir units. C d data for both rectangular and V-shaped multi-slit weirs fall on a single curve and appear to be the function of R eR . At large Reynolds number, R eR, the discharge coefficient C d approaches a constant value of 0.61. This constant also denotes the contraction coefficient for the narrow two-dimensional slit flow. Present test data show that C d for multi-slit V-shaped weirs is generally a function of R eR for b/B

The V-shaped Broad-crested Weir

The V-shaped Broad-crested Weir PDF Author: Waterloopkundig Laboratorium (Delft, Netherlands)
Publisher:
ISBN:
Category : Weirs
Languages : en
Pages : 290

Book Description


Discharge Characteristics of Embankment-shaped Weirs

Discharge Characteristics of Embankment-shaped Weirs PDF Author: Carl Edward Kindsvater
Publisher:
ISBN:
Category : Weirs
Languages : en
Pages : 122

Book Description


Discharge Characteristics of Triangular-notch Thin-plate Weirs

Discharge Characteristics of Triangular-notch Thin-plate Weirs PDF Author: John Shen
Publisher:
ISBN:
Category : Piers
Languages : en
Pages : 64

Book Description


Discharge Characteristics of Embakment-Shaped Weirs

Discharge Characteristics of Embakment-Shaped Weirs PDF Author: Geological Survey (U.S.)
Publisher:
ISBN:
Category :
Languages : en
Pages : 75

Book Description


Discharge Characteristics of Submerged Broad-crested V-notch Weirs

Discharge Characteristics of Submerged Broad-crested V-notch Weirs PDF Author: Joseph Michael Sheridan
Publisher:
ISBN:
Category : Flow meters
Languages : en
Pages : 136

Book Description


Discharge Characteristics of an Embankment-shaped Weir

Discharge Characteristics of an Embankment-shaped Weir PDF Author: Sherwood P. Prawel
Publisher:
ISBN:
Category : Weirs
Languages : en
Pages : 116

Book Description


Discharge Characteristics of an Embankment-shaped Weir

Discharge Characteristics of an Embankment-shaped Weir PDF Author: Gunnar Sigurdsson
Publisher:
ISBN:
Category : Roads
Languages : en
Pages : 166

Book Description


Discharge Characteristics of Oblique Weirs

Discharge Characteristics of Oblique Weirs PDF Author: Samuel Egnew Tingey
Publisher:
ISBN:
Category :
Languages : en
Pages : 62

Book Description
Oblique weirs are those weirs placed at an angle with respect to the channel centerline. They can be used in canal applications where more discharge is needed, but there is limited freeboard. The discharge coefficients were determined for 54 different weirs by measuring total head for various flows over each weir. These weirs included sharp, half round and quarter-round-crested weirs. There were 18 weirs for each crest shape with three weir heights for each angle tested. The oblique angles tested were 10°, 15°, 25°, 45°, 60°, and 90° with respect to the channel centerline, with the nominal weir heights being 4, 8, and 12 inches. The half-round-crested weirs were the most efficient, followed by the quarter-round-crested weirs and the sharp-crested weirs were the least efficient. By decreasing the oblique angle, the weir length became longer and the weir would be more efficient than the normal weir.

Discharge Characteristics of Triangular-notch Thin-plate Weirs

Discharge Characteristics of Triangular-notch Thin-plate Weirs PDF Author: Geological Survey (U.S.)
Publisher:
ISBN:
Category :
Languages : en
Pages : 0

Book Description