Title: ENVIRONMENTAL FLOW REQUIREMENTS OF INDIAN RIVER BASINS
1ENVIRONMENTAL FLOW REQUIREMENTS OF INDIAN RIVER
BASINS
- VLADIMIR SMAKHTIN and MARKANDU ANPUTHAS
- International Water Management Institute (IWMI),
Colombo, Sri Lanka - Workshop on Indias Water Futures to 2025/2050.
- March 9, 2006, Anand, Gujarat, India
2OBJECTIVES OF THIS STUDY COMPONENT
- review the current status of environmental flow
estimation methods in the world and examine the
applicability of those in the Indian context - provide a pilot method for quick estimation of
environmental flow requirements of rivers and
apply it for major Indian river basins - suggest the way forward in environmental flow
assessment in India, which can be pursued to
enhance environmental water research and policies
in India
3THE CONTEXT
- Major water transfers are planned between a
number of river basins, but very little if any
assessment of environmental aspects of the plans
has been done - Virtually no previous studies exist in India on
Environmental Flow Requirements (EFR), but
interest to these problems grows - Access to hydrological time series data (which
forms the basis of EF assessment) is extremely
difficult and for many basins impossible.
4GENEARL PRINCIPLES OF EFR
- Flow is a major determinant of physical habitat
in rivers, which in turn is the major determinant
of biotic composition. - Flow regime changes lead to habitat alterations,
changes in species distribution and abundance,
loss of biodiversity of native species. - The invasion and success of exotic and introduced
species in rivers is facilitated by the
alteration of flow regimes. Inter-basin water
transfers represent the major mechanism for the
spread of exotic species. - Maintenance of flow variability is the primary
goal of environmental flow assessment and
management
5TYPES OF EFR METHODS
- Detailed assessment, using primarily holistic
methodologies, or methods based on habitat
modeling. Complex, data intensive and time
consuming. - Desktop assessment, using primarily ecologically
relevant hydrological characteristics (indices)
or analysis of hydrological time series. Low
confidence but quick - Both types require observed or simulated flow
time series representing unmodified (natural)
flow regimes
6FLOW DATA
- Most of the observed flow data downloaded from
the Internet, some -primarily for recent 10-15
years - provided by Dr Mohile to the project.
Those are impacted and therefore could be used
for placing the EFR estimates into the context,
but not usable for EFR otherwise. - Monthly time series, with missing data, different
periods of record, etc - Altogether we are estimating EFR for 13 sites
located at the outlets of 13 major river basins.
7THE APPROACH USED
- Large task limited EFR work limited flow data
gt Desktop EFR method and major rivers only. - The approach still has to cater for all ecosystem
components and therefore has to describe EF
variability, not just to set some minimal flow - Take the most advanced Desktop EFR method to date
and simplify it to avoid excessive parameter
estimation and to make it commensurate with the
very limited flow data available - Use management categories (levels of
environmental protection) as a concept useful to
set different EFR for different river
conditions. - Calibrate the newly developed method against the
original Desktop for those limited cases where
reasonably good flow data are available - Develop a draft procedure for the assessment of
the most suitable management category for a basin
using local knowledge and expertise Indian
aquatic ecologists.
8CATEGORIES OF ENVIRONMENTAL PROTECTION
(ENVIRONMENTAL FLOW MANAGEMENT CLASSES - EMC)
EMC ECOLOGICAL DESCRIPTION MANAGEMENT PERSPECTIVE
A Natural Pristine condition or minor modification of in-stream and riparian habitat Protected rivers and basins. Reserves and national parks. No new water projects allowed.
B Slightly modified Largely intact biodiversity and habitats despite water resources development and/or basin modifications. Water supply schemes or irrigation development present or allowed.
C Moderately modified The habitats and dynamics of the biota have been disturbed, but basic ecosystem functions are intact. Multiple disturbances associated with the need for socio-economic development, e.g. dams, diversions, etc
D Largely modified Large changes in natural habitat, biota and basic ecosystem functions have occurred. A clearly lower than expected species richness. Significant and clearly visible disturbances associated with basin and water resources development, including dams, diversions, transfers, habitat modification and water quality degradation
E Seriously modified Habitat diversity and availability have declined. A strikingly lower than expected species richness. Alien species have invaded the ecosystem. High human population density and extensive water resources exploitation.
F Critically modified Modifications have reached a critical level and ecosystem has been completely modified with almost total loss of natural habitat and biota. This status is not acceptable from the management perspective. Management interventions are necessary to restore flow pattern, river habitats etc (if still possible / feasible).
9USE OF ENVIRONMENTAL INDICATORS TO SET
ENVIRONMENTAL MANAGEMENT CATEGORY
- What is the Ecological Sensitivity and Importance
of the river basin? - The higher the ES and I of a aquatic ecosystems
in a river basin, the higher the environmental
category should ideally be. Consequently, more
water should be allocated to aquatic ecosystems
and more flow variability should be preserved. - What is the Current Condition of aquatic
ecosystems in the river basin? - The more pristine the current condition of the
basin is, the higher the environmental category
should be. Consequently, more water should be
allocated to aquatic ecosystems and more flow
variability should be preserved to maintain it in
the existing condition. Also, the better the
current condition, the more incentive should be
to keep it at that. - What is the Trend of Change?
- If deterioration of aquatic environment still
continues (negative trend) it will be more
difficult to achieve a higher ecological
condition even if it is necessary due to high
importance and sensitivity. The rate of change
may also be assessed here and taken into account.
This question may be interpreted as the one
addressing the future vulnerability of the basin
10USE OF ENVIRONMENTAL INDICATORS TO SET
ENVIRONMENTAL MANAGEMENT CATEGORY
- Each of the above questions is answered by using
a set of quantitative and qualitative indicators.
Each indicator has its scoring system. The total
score leads to placement of a basin into some
environmental category - Example indicators
- Rare and endangered aquatic biota (primarily
fish) - Overall richness of aquatic species (fish)
- Presence of protected areas, areas of natural
heritage and pristine areas which are crossed by
the main water course in the basin - Sensitivity of aquatic ecosystems to flow
reduction - Degree of flow regulation
- of the basin remaining under natural cover
types, etc - The following basins or parts thereof are
currently assessed by local experts in aquatic
ecology - Krishna, Narmada, Cauvery, Peryar and parts of
Ganga
11LATERAL SHIFT OF THE FLOW DURATION CURVES FOR THE
ESTIMATION OF ENVIRONMENTAL CURVES FOR
DIFFERENT MANAGEMENT CATEGORIES
A
B
C
D
12EFR DURATION CURVES FOR KRISHNA OUTLET
13EFR DURATION CURVES FOR MAHI OUTLET
14Estimates of long-term EWR volumes (expressed as
of natural MAR) at river basin outlets for
different environmental management classes
River Natural MAR, BCM EWR estimates ( natural MAR) EWR estimates ( natural MAR) EWR estimates ( natural MAR) EWR estimates ( natural MAR) EWR estimates ( natural MAR) EWR estimates ( natural MAR)
River Natural MAR, BCM Class A Class B Class C Class D Class E Class F
Brahmaputra 585 78.2 60.2 45.7 34.7 26.5 20.7
Cauvery 21.4 61.5 35.7 19.6 10.6 5.8 3.2
Ganga 525 67.6 44.2 28.9 20.0 14.9 12.1
Godavary 110 58.8 32.2 16.1 7.4 3.6 2.0
Krishna 77.6 62.5 35.7 18.3 8.4 3.5 1.5
Mahanadi 66.9 61.3 34.8 18.5 9.7 5.6 3.6
Mahi 11.0 41.9 17.1 6.5 2.3 0.8 0.3
Narmada 45.6 55.5 28.8 14.0 7.1 3.9 2.5
Pennar 6.3 52.7 27.9 14.3 7.3 3.8 2.0
Tapi 14.9 53.2 29.9 16.6 9.0 4.9 2.6
Periyar 5.1 62.9 37.3 21.2 12.1 6.9 3.9
Sabarmati 3.8 49.6 24.2 12.1 6.6 3.7 2.1
Subarnarekha 12.4 55.0 29.9 15.4 7.4 3.4 1.5
15HOW TO GENERATE AN EFR TIME SERIES FROM ITS FDC
16EXTRACTS FROM ACTUAL AND SIMULATED TIME SERIES AT
VIJAYAVADA (KRISHNA OUTLET)
17OUTPUTS OF THIS STUDY
- A new EFR methodology which could be replicated
in other basins and in the same basins with
addition data, at different reaches - A summary of EFR for each basin outlet in the
form of Flow Duration Curves for each
environmental management category - Corresponding EFR estimates as of the natural
MAR - Corresponding EFR time series
- A draft methodology for the assessment of the
most suitable environmental management category
for a basin - IWMI Research Report (submitted), CPWF report and
journal article later in the year
18CONCLUSIONS
- A new EFR method is simple and quick to apply and
is the first-ever EFR method actually developed
for Indian conditions. At the same time, it is
generic and can be used elsewhere - The study was conducted in the conditions of
extreme lack of flow data. The method needs to be
tested more in different Indian rivers and at
much smaller scales than used herein. Lack of
access to data will impede all EFR initiatives in
India in the future, if not resolved. - A requirement for better ecological justification
of the method represents an ideal opportunity to
initiate several comprehensive EFA studies and
feed the future ecological information into the
method. - A few studies on ecological sensitivity and value
of rivers in India have been initiated. But they
are largely illustrative at present they show
what can be done. This needs to be done in other
basins and at finer scales. - EFR are estimated to achieve specific ecological
objective (e.g. provide ecologically important
flow-related habitat). EFR are not motivated to
solve water quality problems by dilution.
Severely polluted Indian rivers are at risk if
only the recommended EF remain in the river
without non-point source pollution control and
without effluent treatment at source. - Actual environmental flow provisions are not the
same as environmental water demand estimates. No
matter how advanced and accurate the EFA is, its
output remains on paper if no actual releases are
made or if the prescribed limit of water resource
exploitation is violated. - Ideally, each planned water transfer of NRLP
should go through at least quick EFR assessment
at donor and recipient sites.
19THANK YOU !