Use of a stacked drop manhole for energy dissipation: a case study in Edmonton, Alberta

Author:

Camino G. Adriana12,Zhu David Z.12,Rajaratnam Nallamuthu12,Shome Manas12

Affiliation:

1. Deptartment of Civil and Environmental Engineering, The University of Alberta, Edmonton, AB T6G 2W2, Canada.

2. Stantec Consulting Ltd, Edmonton, AB T5K 2J8, Canada.

Abstract

This paper reports on a laboratory investigation into the performance of a novel stacked drop manhole design where two identical rectangular manholes are stacked one beside the other but at different heights so that there is a drop in elevation from one to the other. The focus of the study was to estimate the energy dissipation that occurs in such stacked manholes during diverse inflow conditions. Flow regimes inside the structure were identified and the effectiveness of the design was assessed under variable inflow conditions. Total energy dissipation in the stacked manhole was found to range from about 50% to 90%, and the contribution of each manhole chamber to the overall energy dissipation was assessed. A relationship between water depths in the manhole chambers and the corresponding outflow conditions was established. In addition, an analysis of the flow patterns and flow regimes highlighted the relevant parameters involved in the mechanisms of energy dissipation.

Publisher

Canadian Science Publishing

Subject

General Environmental Science,Civil and Structural Engineering

Reference19 articles.

1. Calomino, F., Prega, G., Piro, P., and Veraldi, M.G. 1999. Hydraulics of drops in supercritical flow. In Proceedings of the 8th International Conference on Urban Storm Drainage (ICUSD), Sydney, Australia, 30 Aug – 3 Sept 1999. Institute of Engineers, Australia. pp. 2139–2146.

2. Flow Characteristics at Drops

3. Hydraulics of Rectangular Dropshafts

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