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Flowrate vs Depth - Circular Channel - Problem 5 Plotted Curves for Circular Channel d:\haestad\academic\fmw\chapter 1 text.fm2 09/08/00 01:22:19 PM Academic Edition - Not Legal for Professional Use © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Project Engineer: COES FlowMaster v6.0 [614e] Page 1 of 1 Project Description Worksheet Circular Channel - Problem 5, pg. 55 Haestad Text Flow Element Circular Channel Method Kutter's Formula Solve For Discharge Input Data Kutter's n Coefficient 0.011 Diameter 310 mm Attribute Minimum Maximum Increment Depth (mm) 0.00 310.00 5.00 Slope (m/m) 0.025000 0.035000 0.005000 Discharge vs Depth Varying Slope Worksheet: Circular Channel - Problem 5, pg. 55 Haestad Text Depth (mm) (m³/s) Discharge 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.0 50.0 100.0 150.0 200.0 250.0 300.0 350.0 0.025000 m/m 0.030000 m/m 0.035000 m/m

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Page 1: Haestad Rating Curve Problem 1-5

Flowrate vs Depth - Circular Channel - Problem 5Plotted Curves for Circular Channel

d:\haestad\academic\fmw\chapter 1 text.fm209/08/00 01:22:19 PM

Academic Edition - Not Legal for Professional Use

© Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666

Project Engineer: COESFlowMaster v6.0 [614e]

Page 1 of 1

Project Description

Worksheet Circular Channel - Problem 5, pg. 55 Haestad Text

Flow Element Circular Channel

Method Kutter's Formula

Solve For Discharge

Input Data

Kutter's n Coefficient 0.011

Diameter 310 mm

Attribute Minimum Maximum Increment

Depth (mm) 0.00 310.00 5.00

Slope (m/m) 0.025000 0.035000 0.005000

Discharge vs Depth Varying SlopeWorksheet: Circular Channel - Problem 5, pg. 55 Haestad Text

Depth(mm)

(m³/

s)

Dis

charg

e

0.00

0.05

0.10

0.15

0.20

0.25

0.30

0.0 50.0 100.0 150.0 200.0 250.0 300.0 350.0

0.025000 m/m0.030000 m/m0.035000 m/m