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1

Beauchemin, Mélanie. Investigations of nozzle discharge coefficients in a compliant air bearing system. Ottawa: National Library of Canada, 1999.

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2

Martin, C. N. B. Effects of upstream bends and valves on orifice plate pressure distributions and discharge coefficients. Glasgow: National Engineering Laboratory, 1986.

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3

R, DeBonis James, i United States. National Aeronautics and Space Administration., red. Experimental and analytical studies of flow through a ventral and axial exhaust nozzle system for STOVL aircraft. [Washington, DC]: National Aeronautics and Space Administration, 1991.

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4

R, Whetstone James, i National Institute of Standards and Technology (U.S.), red. Measurements of coefficients of discharge for concentric flange-tapped square-edged orifice meters in water over the Reynolds number range 600 to 2,700,000. Gaithersburg, MD: U.S. Dept. of Commerce, National Institute of Standards and Technology, 1989.

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5

D, Swain Eric, South Florida Water Management District (Fla.) i Geological Survey (U.S.), red. Determining discharge-coefficient ratings for coastal structures in Dade County, Florida. Tallahassee, Fla: U.S. Dept. of the Interior, U.S. Geological Survey, 1997.

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6

D, Swain Eric, South Florida Water Management District. i Geological Survey (U.S.), red. Determining discharge-coefficient ratings for coastal structures in Dade County, Florida. Tallahassee, Fla: U.S. Dept. of the Interior, U.S. Geological Survey, 1997.

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7

D, Swain Eric, South Florida Water Management District. i Geological Survey (U.S.), red. Determining discharge-coefficient ratings for coastal structures in Dade County, Florida. Tallahassee, Fla: U.S. Dept. of the Interior, U.S. Geological Survey, 1997.

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8

D, Swain Eric, South Florida Water Management District (Fla.), South Florida Ecosystem Program (Geological Survey) i Geological Survey (U.S.), red. Determining discharge-coefficient ratings for coastal structures in Dade County, Florida. Tallahassee, Fla: U.S. Geological Survey, 1997.

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9

D, Swain Eric, South Florida Water Management District (Fla.) i Geological Survey (U.S.), red. Determining discharge-coefficient ratings for coastal structures in Dade County, Florida. Tallahassee, Fla: U.S. Dept. of the Interior, U.S. Geological Survey, 1997.

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10

Tillis, Gina M. Determining discharge-coefficient ratings for selected coastal structures in Broward and Palm Beach Counties, Florida. Tallahassee, Fla. (227 N. Bronough St., Tallahassee 32301-1372): U.S. Dept. of the Interior, U.S. Geological Survey, 1998.

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11

Tillis, Gina M. Determining discharge-coefficient ratings for selected coastal structures in Broward and Palm Beach Counties, Florida. Tallahassee, Fla: U.S. Dept. of the Interior, U.S. Geological Survey, 1998.

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12

Tillis, Gina M. Determining discharge-coefficient ratings for selected coastal structures in Broward and Palm Beach Counties, Florida. Tallahassee, Fla: U.S. Dept. of the Interior, U.S. Geological Survey, 1998.

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13

Tillis, Gina M. Determining discharge-coefficient ratings for selected coastal structures in Broward and Palm Beach Counties, Florida. Tallahassee, Fla: U.S. Dept. of the Interior, U.S. Geological Survey, 1998.

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14

Tillis, Gina M. Determining discharge-coefficient ratings for selected coastal structures in Broward and Palm Beach Counties, Florida. Tallahassee, Fla: U.S. Dept. of the Interior, U.S. Geological Survey, 1998.

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15

M, Tillis Gina. Determining discharge-coefficient ratings for selected coastal structures in Broward and Palm Beach Counties, Florida. Tallahassee, Fla: U.S. Dept. of the Interior, U.S. Geological Survey, 1998.

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16

Tillis, Gina M. Determining discharge-coefficient ratings for selected coastal structures in Broward and Palm Beach Counties, Florida. Tallahassee, Fla. (227 N. Bronough St., Tallahassee 32301-1372): U.S. Dept. of the Interior, U.S. Geological Survey, 1998.

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17

M, Tillis Gina. Determining discharge-coefficient ratings for selected coastal control structures in Broward and Palm Beach counties, Florida. Tallahassee, Fla: U.S. Dept. of the Interior, U.S. Geological Survey, 1998.

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18

M, Tillis Gina. Determining discharge-coefficient ratings for selected coastal control structures in Broward and Palm Beach counties, Florida. Tallahassee, Fla: U.S. Dept. of the Interior, U.S. Geological Survey, 1998.

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19

M, Tillis Gina. Determining discharge-coefficient ratings for selected coastal control structures in Broward and Palm Beach counties, Florida. Tallahassee, Fla: U.S. Dept. of the Interior, U.S. Geological Survey, 1998.

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20

Browne, Ivan J. An investigation into the variables influencing the discharge coefficient in the V. C. O. nozzles for direct injection diesel engines. Dublin: University College Dublin, 1998.

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21

United States. National Aeronautics and Space Administration., red. RSRM 10% Scale Model drilled hole plate tests: Final report, contract NAS8-40347. Huntsville, AL: The Operation, 1996.

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22

Lumia, Richard. Development of a contour map showing generalized skew coefficients of annual peak discharges of rural, unregulated streams in New York, excluding Long Island. Troy, N.Y: U.S. Dept. of the Interior, U.S. Geological Survey, 2000.

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23

Lumia, Richard. Development of a contour map showing generalized skew coefficients of annual peak discharges of rural, unregulated streams in New York, excluding Long Island. Troy, N.Y: U.S. Dept. of the Interior, U.S. Geological Survey, 2000.

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24

Lumia, Richard. Development of a contour map showing generalized skew coefficients of annual peak discharges of rural, unregulated streams in New York, excluding Long Island. Troy, N.Y: U.S. Dept. of the Interior, U.S. Geological Survey, 2000.

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25

Carlson, John R. Two-dimensional converging-diverging rippled nozzles at transonic speeds. Hampton, Va: Langley Research Center, 1994.

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26

Carlson, John R. Two-dimensional converging-diverging rippled nozzles at transonic speeds. Hampton, Va: Langley Research Center, 1994.

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27

C, Asbury Scott, i Langley Research Center, red. Two-dimensional converging-diverging rippled nozzles at transonic speeds. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1994.

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28

C, Asbury Scott, i Langley Research Center, red. Two-dimensional converging-diverging rippled nozzles at transonic speeds. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1994.

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29

C, Asbury Scott, i Langley Research Center, red. Two-dimensional converging-diverging rippled nozzles at transonic speeds. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1994.

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30

Carlson, John R. Two-dimensional converging-diverging rippled nozzles at transonic speeds. Hampton: National Aeronautics and Space Administration, Langley Research Center, 1994.

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31

Beauchemin, Mélanie. Investigations of nozzle discharge coefficients in a compliant air bearing system. 1999.

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32

John, Neville. Hydraulic Tables, Coefficients, and Formulæ for Finding the Discharge of Water from Orifices. Creative Media Partners, LLC, 2022.

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33

John, Neville. Hydraulic Tables, Coefficients, and Formulæ for Finding the Discharge of Water from Orifices. Creative Media Partners, LLC, 2022.

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34

Martin, C. N. B. Effects of upstream bends and valves on oriface plate pressure distributions and discharge coefficients. National Engineering Laboratory, 1986.

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35

Experimental and analytical studies of flow through a ventral and axial exhaust nozzle system for STOVL aircraft. [Washington, DC]: National Aeronautics and Space Administration, 1991.

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36

Experimental data for the determination of 100 mm. orifice meter discharge coefficients under different installation conditions (European programme). Luxembourg: Commission of the European Communities, 1987.

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37

Hydraulic Tables, Coefficients, and Formulae: For Finding the Discharge of Water from Orifices, Notches, Weirs, Pipes, and Rivers. Creative Media Partners, LLC, 2018.

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38

Anonyma. Hydraulic Tables, Coefficients, and Formulae: For Finding the Discharge of Water from Orifices, Notches, Weirs, Pipes, and Rivers, Third Edition. Franklin Classics, 2018.

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39

Hydraulic Tables, Coefficients, and Formulae: For Finding the Discharge of Water from Orifices, Notches, Weirs, Pipes, and Rivers, Third Edition. Creative Media Partners, LLC, 2018.

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40

Measurements of coefficients of discharge for concentric flange-tapped square-edged orifice meters in natural gas over the Reynolds number range 25,000 to 16,000,000. Gaithersburg, MD: U.S. Dept. of Commerce, National Institute of Standards and Technology, 1989.

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41

Determining discharge-coefficient ratings for coastal structures in Dade County, Florida. Tallahassee, Fla: U.S. Dept. of the Interior, U.S. Geological Survey, 1997.

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42

Determining discharge-coefficient ratings for coastal structures in Dade County, Florida. Tallahassee, Fla: U.S. Geological Survey, 1997.

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43

Determining discharge-coefficient ratings for coastal structures in Dade County, Florida. Tallahassee, Fla: U.S. Dept. of the Interior, U.S. Geological Survey, 1997.

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44

Linfield, Kevin William. A study of the discharge coefficient of jets from angled slots and conical orifices. 2000.

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