APETT FREE PUBLIC CONSULTATION SERIES FLOODING AND DRAINAGE “TOWARDS A SUSTAINABLE DRAINAGE SOLUTION” Presentation by: Eng. Vaughn I. Lezama R Eng, FAPE. Bridging Engineering and the Society
APETT FREE PUBLIC CONSULTATION SERIES
FLOODING AND DRAINAGE
“TOWARDS A SUSTAINABLE DRAINAGE SOLUTION”
Presentation by:
Eng. Vaughn I. Lezama R Eng, FAPE.
Bridging Engineering and the Society
This discussion will address the following issues:
Current circumstances and approach to drainage and flood mitigation and whether the current approach is a sustainable solution.
Objectives and Elements of a Sustainable Drainage System
Some recent approaches which need to be further expanded and explored
Conclusions/Recommendations
INTRODUCTION
Flooding in economic terms is by far the major natural disaster experienced in Trinidad & Tobago. This is so since we have little experience of devastating hurricanes and earthquakes and none of volcanoes or other such natural phenomena.
Given the increasing frequency and magnitude of flooding and the resulting social dislocation and devastation, the economic losses over time could have a serious negative impact on the country’s development and economy.
CURRENT CIRCUMSTANCES AND APPROACH TO DRAINAGE AND FLOOD
MITIGATION
To date the major attempt to eliminate or mitigate flooding has been in trying to improve the carrying capacity of existing watercourses by:
Construction of river embankment
Dredging, paving, lining and widening of water courses
CURRENT CIRCUMSTANCES AND APPROACH TO DRAINAGE AND FLOOD
MITIGATION
Notwithstanding these efforts the improved capacities of many of the newly lined and paved channels are soon exceeded and there is no further opportunity for increasing channel capacity
Over the last twenty years or more several million dollars have been spent on dredging, widening and embankment construction along the Caroni River. Recently there was a bulletin warning that this river was likely to burst its banks.
CURRENT CIRCUMSTANCES AND APPROACH TO DRAINAGE AND FLOOD
MITIGATION
Extensive erosion in the upstream catchment areas and the resulting sediment and siltation of watercourses has served to reduced channel capacities.
CURRENT CIRCUMSTANCES AND APPROACH TO DRAINAGE AND FLOOD
MITIGATION
Honda River
CURRENT CIRCUMSTANCES AND APPROACH TO DRAINAGE AND FLOOD
MITIGATION
Marabella River
CURRENT CIRCUMSTANCES AND APPROACH TO DRAINAGE AND FLOOD
MITIGATION
Vistabella River
CURRENT CIRCUMSTANCES AND APPROACH TO DRAINAGE AND FLOOD
MITIGATION
Gucharan River, Debe
CURRENT CIRCUMSTANCES AND APPROACH TO DRAINAGE AND FLOOD
MITIGATION
Mitchell River, Barackpore
CURRENT CIRCUMSTANCES AND APPROACH TO DRAINAGE AND FLOOD
MITIGATION
Alley’s Creek
CURRENT CIRCUMSTANCES AND APPROACH TO DRAINAGE AND FLOOD
MITIGATION
Cipero River
CURRENT CIRCUMSTANCES AND APPROACH TO DRAINAGE AND FLOOD
MITIGATION
Cipero River
CURRENT CIRCUMSTANCES AND APPROACH TO DRAINAGE AND FLOOD
MITIGATION
Surface water drainage systems developed in line with the ideals of sustainable development are collectively referred to as Sustainable Drainage Systems
The objective of a SDS design would be to reduce runoff by integrating storm water controls throughout the drainage catchment area in small, discrete units.
Through effective control of runoff at source, the need for continuous drain capacity improvement is minimized
OBJECTIVES AND ELEMENTS OF A SUSTAINABLE DRAINAGE SYSTEM (SDS)
Because of our limited land space and to a lesser extent lack of land use control we do not have the advantages of a large land mass with expansive and varied topographic and geological which can easily facilitate the various components of a SDS.
Some of the components of a SDS include: large constructed wetland ponds with wetland
vegetation to which storm water can be directed for storage
Filter strips or wide densely vegetated areas that can treat runoff from adjacent impermeable areas
OBJECTIVES AND ELEMENTS OF A SUSTAINABLE DRAINAGE SYSTEM (SDS)
OBJECTIVES AND ELEMENTS OF A SUSTAINABLE DRAINAGE SYSTEM (SDS)
SDS Components CONT’D
Wet ponds which are basins with a permanent pool of water and which provide temporary storage for additional runoff above the permanent water level. Wet Ponds could provide amenities for recreational and aesthetic benefit provided that water quality can be enhanced.
Extended Detention Ponds. These are normally dry and are designed to detain a certain volume of runoff as well as provide water quality treatment.
Detentions Ponds represent the one element of a SDS which may be most suitable and applicable to our local circumstance and to the extent that this may be so these should become a mandatory part of our drainage system design.
OBJECTIVES AND ELEMENTS OF A SUSTAINABLE DRAINAGE SYSTEM (SDS)
In recent years with the advent of the EMA that agency has established a requirement that in any new development for which a CEC is required the drainage system must be so designed as to ensure that the pre-development runoff from the site must not be exceeded after the development is completed.
SOME RECENT APPROACHES TO FLOOD MITIGATION
Invariable this has resulted in the need for some form of detention structure and as a consequence a number of new land developments have incorporated the use of detention ponds.
As of now there are no known locally established design criteria with respect to the required storage volume of these ponds so that design and performance of detention ponds is currently a work in progress
SOME RECENT APPROACHES TO FLOOD MITIGATION
Detention Ponds – Buccarro
SOME RECENT APPROACHES TO FLOOD MITIGATION
SOME RECENT APPROACHES TO FLOOD MITIGATION
Detention Ponds – Mc Bean
SOME RECENT APPROACHES TO FLOOD MITIGATION
Detention Ponds – Mc Bean
SOME RECENT APPROACHES TO FLOOD MITIGATION
Detention Pond - Camden
SOME RECENT APPROACHES TO FLOOD MITIGATION
Detention Pond - Corinth Housing Development
SOME RECENT APPROACHES TO FLOOD MITIGATION
Detention Pond - Golconda
SOME RECENT APPROACHES TO FLOOD MITIGATION
Detention Pond - Golconda
SOME RECENT APPROACHES TO FLOOD MITIGATION
Detention Pond - Golconda
SOME RECENT APPROACHES TO FLOOD MITIGATION
Detention Pond - Golconda
SOME RECENT APPROACHES TO FLOOD MITIGATION
Detention Pond - Tarouba
SOME RECENT APPROACHES TO FLOOD MITIGATION
Detention Pond - Tarouba
SOME RECENT APPROACHES TO FLOOD MITIGATION
Detention Ponds - Jerningham
SOME RECENT APPROACHES TO FLOOD MITIGATION
Detention Ponds - Jerningham
The traditional hydraulic engineering approach to solving the drainage problem has provided some relief in some instances but has not resulted in any long term solution to the flooding problem
The financial allocation budgeted for drainage works on a yearly basis is essentially for improving existing drainage channels and cleaning of watercourses. Much has been talked about but little else have been seriously attempted over the years
CONCLUSION
The current drainage regime throughout the country is in crisis and a reversal of the present situation is the only feasible solution. As such all new land development should be required to produce a post-development runoff that is not more than 80% of the pre-development runoff.
Managing storm water at source with more emphasis on short term storage and attenuation of discharge into downstream watercourses could provide a more sustainable solution to flood mitigation.
CONCLUSION
The use of Detention Ponds as a means of managing storm water discharge should become mandatory for all land developments
In any land development the provision of an appropriate plot should be required for storm water management in the same way that there is a current requirement to set aside plots for recreational and communal use as part of the land use planning
CONCLUSION
Consideration should be given to offering an incentive to urban townhouse developers to provide a certain volume of storage for roof water which can be used for purposes which do not required potable water.
THANK YOU
CONCLUSION