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30
NT UF 831 CO GB (b) / March 2014
Example:
For the following sections:
The section heights are defined as follows:
H1= - 0.5 m
H2= - 0.2 m
H3= 1.2 m
H4= 1.9 m
The elevations may be negative, null or positive depending on the H0 chosen.
The widths meanwhile are defined with regard to a vertical plane
As for the heights, the widths may be negative, null or positive with regard to this plane.
Comments:
The highest point must be greater than the maximum foreseeable water level. If the water exceeds
this height, the entire area located above this last point is not taken into account.
For rather complex sections (e.g. semi-circular outfall sewer with cunette), it is important to
surround the discontinuities with two elevations close together.
It is not compulsory to define 20 pairs of points. The widths of the unused points may be set to 0.
W0
W4 left
W4 right
W3L
W3R
W2L
W2R
Section 1
Section 2
Section 3
H0
H4
H3
H2
H1
W1
Summary of Contents for UF 831
Page 5: ...5 NT UF 831 CO GB b March 2014 CHAPTER 1 OVERVIEW...
Page 10: ...10 NT UF 831 CO GB b March 2014 CHAPTER 2 SAFETY INSTRUCTIONS...
Page 14: ...14 NT UF 831 CO GB b March 2014 CHAPTER 3 INSTALLATION AND WIRING...
Page 22: ...22 NT UF 831 CO GB b March 2014 CHAPTER 4 IMPLEMENTING A MEASURING POINT...
Page 26: ...26 NT UF 831 CO GB b March 2014 CHAPTER 5 USING AND CONFIGURING THE UF 831...
Page 59: ...59 NT UF 831 CO GB b March 2014 CHAPTER 6 FUNCTION ENGINE...
Page 61: ...61 NT UF 831 CO GB b March 2014 CHAPTER 7 PC SOFTWARE...
Page 77: ...77 NT UF 831 CO GB b March 2014 Appendix 1 Characteristic echo signals...
Page 80: ...80 NT UF 831 CO GB b March 2014 Appendix 2 Speed of sound in water...