Flooding of polder areas that are dominated by greenhouse...

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05-09-2012

Flooding of polder areas that are dominated by greenhouse industry

B.C. Albers, J.A.E. ten Veldhuis, J.G. Leskens, S. Jouwersma

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Introduction

• Rainfall fed inundation • 1998, 2001, 2004

• Greenhouse dominated polders

• Delfland area high concentrations

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• Hydrodynamic model in Sobek • High level of detail

• Integrated approach

• Cooperation between involved parties

Methods

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Hydrodynamic model

• Rainfall runoff • Rural area

• Pervious

• Impervious

• Greenhouse

• Sewer flow • Urban area

• Channel flow

• Overland flow

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Simulation

• Rainfall August 2004 • 325 mm • 4 large events (>40 mm)

• 45 qualitative reports

• Dates • Locations • Water depth

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Case study

• Area of 490 ha • Village Maasdijk • Over 70% covered by

greenhouses

• 3.9% open water

Oranjewoud (2010) Brede Verkenning Oranjepolder, Gemeente Westland en Hoogheemraadschap van Delfland.

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Integrated approach

• Waterboard: Open water

• Municipality: Sewer system

• Horticulturists: Greenhouses

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Greenhouses

• Water storage

• Water level fluctuation • Measured • Validated

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Sewer system – open water system

Openwater level

ManholeSpillway crestleve

Top of sewer pipe

Surface level

Water level

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Overland flow

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Results August 16

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Reported inundation

• 10 reports

• 8 confirmed by model

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Greenhouse storage

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Sewer – open water interaction

Sewer Spill

Sewer

Open water

Crest level

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Bottle necks

• Head loss

• Many culverts

• Problematic drainage

Water levelCulvert

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Measures

• Water storage at greenhouses

• Disconnecting impervious areas from sewer system

• Resizing culverts

• Widening channels

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Water storage at greenhouses

Measures

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Control NEXT – real time control

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Rainfall forecast

Waterlevel forecast

Water requirement

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Conclusions

• Hydrodynamic model • Predictions match reported inundation location

• Insight in factors leading to inundation

• Integrated approach important

• New tailor made solutions

• Support

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Discussion

• Data requirement • Hydraulic • Hydrological

• Calculation times

• 1.5 days for one month

• Overland flow detail limited by software

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Questions?