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Basic Hydrology & Hydraulics: DES 601

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Presentation on theme: "Basic Hydrology & Hydraulics: DES 601"— Presentation transcript:

1 Basic Hydrology & Hydraulics: DES 601
Module 22 Rating Curve

2 Definition & terminology
Rating curve, also known as stage–discharge curve, is a graph showing the relation between the water height (stage), and the volumetric flow-rate (discharge). Channels and hydraulic structures can have rating curves Module 22

3 Definition & terminology
An accurate stage–discharge relationship is necessary for design to evaluate the interrelationships of flow characteristics (depth and discharge) The stage-discharge relationship also enables evaluation of a range of conditions as opposed to a preselected design flow rate. Module 22

4 Module 22

5 How Rating Curves are Constructed - I
Record stage (depth) during an interesting runoff event Measure velocity across the channel (or structure) Compute discharge as produce of the flow area and velocity Wading during flow Cross Section – Measure V at different stations. Q=S VA ADV Probe Boat mounted for deeper/faster water Module 22

6 How Rating Curves are Constructed - II
Stage and measured discharge recorded for several different flow events A curve is fitted to these event pairs, and that curve is the “Rating Curve” Module 22

7 Rating Curves for Hydraulic Structures
Certain hydraulic structures force flow through critical depth, where the specific energy is a minimum. Knowledge that critical depth will occur along with geometry and an appropriate discharge coefficient produces an indirect measurement of discharge Weir equations Orifice equations Sluice gate equations Module 22

8 Weir flow Weir = obstruction in open channel over which water flows
Flow over a weir directly related to water depth (head) upstream of weir (A rating curve!) Qweir Module 22

9 Sharp crested weir Module 22 Width into the figure
Discharge Coefficient (from tables, but derived from rated weirs) Module 22

10 Sharp crested weir flow calculation
For US units, weir discharge coefficient of CD = 3.3 commonly used Example: If upstream head is 1.2 ft above weir crest, and weir length (normal to the flow) is 8 ft, what is the flow over weir? Q = CDLh3/2 = 3.3(8)(1.2)3/2 = 34.7 cfs Module 22

11 Broad crested weir Equation for discharge is the same
Head often measured to total energy line Discharge coefficient CD = 2.34 to 3.32 Module 22

12 Broad crested weir discharge coefficients
Module 22


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