G4

Compound Channel — GROUP 4

CREATED BY: TORRES, AMMIEL ANGELO R.

POWERD BY: AENTERPRISE.BIZ

Global Parameters

Flow & Slope

Design Q 3 m³/s

Trial WSE 3.50 m

Manning Q @ this WSE
0.00 m³/s

Bed Slope S₀ 0.00200

Left Overbank

LOB

Width b 1.00 m

Side slope z 0.0

Embankment z (L) 0.25 (H:V z:1)

Bed elev 2.00 m

Manning n 0.040

Main Channel

Main Channel

Width b 2.00 m

Side slope z 1.0

Bed elev 0.00 m

Manning n 0.020

Right Overbank

ROB

Width b 1.00 m

Side slope z 0.0

Embankment z (R) 0.25 (H:V z:1)

Bed elev 2.00 m

Manning n 0.090

Cross-Section · Live Animation ● BALANCED