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Revisiting the challenges posed by V Kleme (1993) to reassess - - PowerPoint PPT Presentation
Revisiting the challenges posed by V Kleme (1993) to reassess - - PowerPoint PPT Presentation
Revisiting the challenges posed by V Kleme (1993) to reassess hydrological methodology in the Humid Tropics Some implications for water resource assessment Mike Lee Principal Environmental Consultant GHD This presentation The late V Kleme
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Vit Klemeš
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The Problems of the Humid Tropics
- Opportunities for Reassessment of Hydrological Methodology, V Klemeš
Hydrology and Water Management in the Humid Tropics International Hydrology Series, UNESCO and University of Cambridge Press, 1993
Key messages The hydrology of the humid tropics is very different from temperate regions where most methodology has been developed Nonstationarity is a bigger issue past records tell us less about the future Macro-hydrological processes are more important atmosphere-ocean-land interactions are strong drivers Eco-hydrology is more important soil-vegetation-atmosphere processes are more dominant There are profound implications for water resources assessment and management
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Nonstationarity
“the shrinkage of the time scale on which nonstationarity is becoming significant is presently largest in the humid tropics. The changes induced there by "modern" causes (CO2 concentrations and the long-range transport of pollutants) are happening at the same time as the drastic land-use changes. Such changes were spread over several centuries in most of the temperate zones.”
Klemeš (1993)
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Nonstationarity(?)
Source : National Agriculture and Climate Change Action Plan, 2008 http://www.managingclimate.gov.au/wp- content/uploads/2010/12/3-WA_Climate- Change-observed-changes_FINAL.pdf
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Inflows to Sydney's Hawkesbury-Nepean dams (excluding Shoalhaven transfers)
Source: Sydney Water http://www.sydneywater.com.au/Publications/Reports/AnnualReport/2007/menu/performance/goal1/desalination.cfm
Nonstationarity(?)
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Desalination as ‘Insurance’ Major Australian Desalination Plants
Plant Average production Ml/day Number of people whose water needs are met Cost (AUD) Planned wind farms for offsets MW Completion Perth (Kwinana) 144 0.3m $387m 80 2006 Tugun (SE Queensland) 125 $1.2bn 2009 Sydney (Kurnell) 250 0.7m $1.9bn 140 2010 Adelaide (Port Stanvac) 270 0.6m $1.8bn 2012 Melbourne (Wonthagi) 400 1.3m $4bn 120 2012
All reverse osmosis World-wide commissioned capacity (sea water and brackish) reported as 53000 Ml/day (WDR, 2009)
Various public sources
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Expanding retrospective view Moving window Raff, 2010
Nonstationarity (?)
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Flood frequency based on climate predictions, D. Raff, Proceedings of Workshop on Nonstationarity, Hydrologic Frequency Analysis and Water Management, January 2010 Boulder, Colorado http://www.cwi.colostate.edu/publications/is/109.pdf
Nonstationarity
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T n Pe
‘100 year event’ 30 26.0% 50 39.5% ‘500 year event’ 30 5.8% 50 9.5% ‘10 000 year event’ 30 0.3% 50 0.5%
Designing for (Safe) Exceedance
Pe = 1 – [1-(1/T)]n Probability of scoring 11 with one throw of 2 six-sided dice = 5.6%
T Return Period N number of years Pe Probability of event being exceeded over the period Gillespie et al, 2002 http://www.bewsher.com.au/pdf/EMA_1.pdf
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Nonstationarity
Klemeš (1993) “Many sound water management decisions can be made with surprisingly little hydrological information. The lack of knowledge can be compensated for by a corresponding increase in the robustness and resilience of the design of the relevant facilities and by maintaining flexibility of future options.” “In all but the simplest technological decisions, the concept of
- ptimization is invalid because its underlying assumptions, including
social, political, economic and other conditions, are changing rapidly and usually unpredictably.” “It is safe to say that most water management projects, however thoroughly their design may have been optimized, were far from optimal by the time they were put into operation.” “The return to conservative decisions with high safety margins and ample flexibility is particularly called for in the environmental context, and in regions such as the humid tropics which are undergoing rapid change.”
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Macro-hydrology
“In the humid tropics, the overall control of hydrological processes by the global atmospheric and ocean circulation is more direct than in other regions - - ” “The dynamic features originating in the tropics operate on large spatial scales and on a wide spectrum of time - -” “This stresses the need for analyzing the hydrological conditions and their changes in a broad atmosphere ocean-land context. Such an approach also forces an explicit recognition of the fact that the key to understanding hydrological phenomena lies outside hydrology, certainly
- utside the domain of the classical hydrology - in the narrow sense of
the word.” Klemeš (1993)
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“macro-hydrological analyses will not be feasible without a qualitatively different database than the one provided by the classical networks of sparse point measurements which hinge on local accessibility and availability of qualified personnel. The new database will have to comprise "hydrological fields", i.e., time series of areal distributions of various hydrological and related
- variables. Such a database is only now coming within reach through
the newest remote sensing and data transmission technologies.” Klemeš (1993)
Macro-hydrology
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Eco-hydrology “Given the importance of vegetation in the hydrology of humid tropics and the rate and volume of their present deforestation, a thorough scientific understanding of the quantitative relationships within the soil- vegetation-atmosphere segment of the hydrological cycle is indispensable for sound hydrological assessment and prediction” “ This understanding also is needed for an adequate parameterization of the land surface processes in the GCMs in order to make it possible to model the present dynamics of the water and energy fluxes in the humid tropics” “quantitative eco-hydrology is the key to tackling - - (a) the local hydrological effects of local environmental changes, (b) the external effects of the local environmental changes and (c) the local effects of external environmental changes such as global warming, the long range transport of chemical pollutants and aerosols, etc” Klemeš (1993)
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Macro-hydrology, Eco-hydrology and Water Resource Assessment
A key aim of water resource assessments is to provide estimates
- f water availability over a given period of time
A water balance framework aims to provide a conceptual basis through which fluxes/ storages can be estimated for the purpose
- f water resource assessments
Inputs - Outputs – Change in storage = error term Water availability to meet growing demands Water balances help identify the consequences on surface water and groundwater stores of increased water extractions, and inter-basin transfers
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Water Resource Assessment
Regional water balance framework - Australian Water Resource Assessments System
http://www.bom.gov.au/water/about/publications/document/Review_of_Methods.pdf
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http://www.clw.csiro.au/publications/waterforahealthycountry/2010/wfhc- WIRADA-factsheet-catchment-continent.pdf
Water Resource Assessment
Continental water balance On-ground data sparse in many areas Model-data fusion
- on-ground data
- satellite, radar
- biophysical models
Australian Water Resource Assessments System
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Australian Water Resource Assessment System AWRA landscape Model - CSIRO / Bureau of Meteorology
‘eco-hydrology’ ‘eco-hydrology’ ‘macro-hydrology’
http://www.clw.csiro.au/publications/waterforahealthycountry/2010/wfhc-aus-water-resources-assessment-system.pdf
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“Overall it is concluded that even without local catchment calibration the AWRA model provides useful estimates of catchment streamflow. Important characteristics are the apparent lack of bias and the strongly improved performance at longer time scales and larger spatial scales. On the basis of these findings, it is recommended that that the results can already be used for water accounting and assessment purposes as is.”
Australian Water Resource Assessment System AWRA Landscape Model testing - CSIRO / Bureau of Meteorology
Monthly mean streamflows http://www.clw.csiro.au/publications/waterforahealthycountry/2010/wfhc-awras-evaluation-against-observations.pdf
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Nonstationarity, Macro-hydrology and Eco-hydrology Some concluding remarks
The future is likely to be increasingly data poor in terms of on-ground data – and increasingly data rich in terms of remote sensing data Maintaining hydrologic networks is a problem everywhere governments have pressing competing priories - long term field data gathering requires patience and commitment in Australia state water resource agencies are struggling to maintain networks that have been in decline over recent decades In the humid tropics it is particularly difficult problems of access, very large events to measure, maintenance challenges including the effects of humidity and lack of standardisation of equipment due often to the legacy of different donor programs, institutional uncertainty and lack of resources and skilled staff (Manly and Askew, 1993) Scarce hydrographic resources will need to be focussed on specific objectives
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Nonstationarity, Macro-hydrology and Eco-hydrology Some concluding remarks
Traditionally we have sought to build long records – the longer they are the more we will know about the future – this proposition is increasingly doubtful The ‘expanding retrospective view’ is misleading if climate change trends are occurring also it usually contains deeply imprinted signals of land use and
- ther change that render it nonstationary and must be interpreted
- ften with little contextual data to do so
in many situations long records may be non existent Risk assessment also requires looking forward - this moves us strongly into the realm of macro-hydrology and eco-hydrology dynamic landscape process models, remote sensing of inputs, climate change scenarios
- to assess and manage water resources with increased
confidence
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