|Drainage Sector in The National Capital Region
Drainage is an important element of physical infrastructure and constitutes removal
and disposal of surplus rain/irrigation water from the land. It has two aspects
namely flood protection and removal of storm water. National Capital Region in general,
is a part of well integrated drainage system of the Ganga basin. The extremely gentle
gradient that spreads almost all over the region restricts the degradational activities
of the streams/drains. The storm water discharge in any basin/sub-basin of NCR is
not local but has regional bearing covering areas of Haryana, Rajasthan, Uttar Pradesh
and NCT of Delhi. It is, therefore, necessary to plan the drainage system at regional
level in an integrated manner with adjoining States. Topography, rainfall intensity,
soil characteristics, irrigation methods, crops and vegetative cover are important
factors for deciding the type and design of drainage system. Since urban expansion
is inevitable, increased run off would require remodeling of the existing drains
as well as provisions of new/supplementary drains, implementation of appropriate
flood protection measures, protection of natural drainage course, improved ground
water recharge, and other environmental improvement measures such as prevention
of sewer flows into the storm drains, pollution of river Yamuna etc. Provision of
appropriate drainage in marginal settlements consisting of JJ clusters, resettlement
colonies, informal/unauthorized colonies, etc, also requires due attention.
Regional Plan-2001 proposed that open drains, which are by and large the sources
of nuisance and pollution, should be discouraged and discontinued. Areas where the
annual rainfall exceeds 75 cm, separate systems for sewage and storm water are recommended.
A combined sewerage system including drainage may be economical if the average annual
rainfall is less than 75 cm.
During the review of Regional Plan-2001 in the year 1999, it was observed that nearly
60% towns are partially covered with the storm water drainage system and only two
towns are fully covered. In all the cases, drains are open and in some of the towns
there is combined system. The disposal of storm water is invariably unplanned and
takes natural course on land, depressions, ponds etc.
Existing Situation and Issues
Studies have revealed that there is lack of integrated planning in the drainage
for storm water which is not local but has got regional bearing covering areas in
Haryana, Rajasthan, U.P. and NCT-Delhi Sub-regions. Untreated sewage continues to
flow in most of the drains in the region and ultimately falls into the rivers Ganga
and Yamuna. Encroachment by slum dwellers along the drains causes choking of drains
and flooding in the upstream areas due to reduced carrying capacity. Dumping of
solid waste in the drains also continues causing blockage. Master Plans have not
been prepared district wise. Even the hydraulic survey has not been carried out
regularly to assess the conditions of the drains.
Policies and Proposals
In order to improve the regional and local drainage system in NCR, following strategies
and policies are proposed:
Regional Approach to Drainage
Integrated Regional Drainage Plan at the regional level and Drainage Master Plans
at the district level should be prepared after critically examining each major drainage
system under basins/sub-basins of NCR at micro level by the State Governments incorporating
the improvement proposals for enhancing the quality of regional and local drains
taking into account the present/future development and settlement pattern in the
region. All the related works at the regional level should be coordinated by a single
agency. The area drainage plan should be considered as an integrated part of the
Master Plan of the area and this drainage plan shall take into account the land
development planning for the region.
Norms and Standards
Some of the issues emerging from the existing scenario include:
Prevention of Storm Water Drains from Pollution
The rural drainage system may be designed for three days rainfall of five years
frequency to be drained in three days. An appropriate area dispersal factor should
be adopted for computing the run off.
The coefficient of run off may be calculated for areas with composite land use pattern
on the basis of anticipated land use in the new areas and existing land use pattern
for the areas already developed.
Where it is not possible to work out the run off coefficient due to land use policies
not indicated, run off coefficient not less than 0.2 may be adopted for rural areas
with flat to moderate slopes and 0.4 for steeper slopes. For urban area, run off
coefficient not less than 0.6 may be adopted in absence of adequate details of the
Measures should be taken to prevent the use of storm water drains for conveying
sewage and dumping of solid wastes and sludge in open drains. Enforcement should
be done under the Environment Protection Act, 1986. Unauthorized development/encroachment/slum
dwellings in the drainage system should be prohibited.
Where irrigation canal escapes including the tail escapes are out falling in the
drains or in the neighboring ponds, the provision for efficient draining of surplus
irrigation water by enhancing their capacity should be made during monsoon and on-monsoon
period while planning for improvement in the integrated Regional Drainage System.
Provision of Funds
Provision of adequate funds should be made for upgradation and regular maintenance
of the drains on the same lines as for the irrigation channels.
For more information on Drainage Sector in the NCR, please refer to documents below:
Regional Plan Document on Drainage Sector
Regional Plan Action Plan on Drainage Sector