Coping with Urban & Agriculture Water Demand Uncertainty in Water Management Plan Design: the Interest of Participatory Scenario Analysis

2014 ◽  
Vol 28 (10) ◽  
pp. 3075-3093 ◽  
Author(s):  
N. Graveline ◽  
B. Aunay ◽  
J. L. Fusillier ◽  
J. D. Rinaudo
2011 ◽  
Vol 43 (3) ◽  
pp. 357-366 ◽  
Author(s):  
Jeffrey D. Mullen

Several states in the southeast have acknowledged the need for statewide water planning but have yet to act. In contrast, Georgia is on the cusp of completing the Georgia Comprehensive Statewide Water Management Plan (SWMP). The SWMP provides for resource assessments, forecasts, and regional water planning. Over the past three years, an extensive effort has been made to implement the SWMP. This article describes the planning process undertaken in Georgia. Several of the recommended practices are also highlighted and critiqued with respect to their potential to affect aggregate water use in the state.


2021 ◽  
Author(s):  
Selina Meier ◽  
Randy Munoz ◽  
Christian Huggel

<p>Water scarcity is increasingly becoming a problem in many regions of the world. On the one hand, this can be attributed to changes in precipitation conditions due to climate change. On the other hand, this is also due to population growth and changes in consumer behaviour. In this study, an analysis is carried out for the highly glaciated Vilcanota River catchment (9808 km<sup>2</sup> – 1.2% glacier area) in the Cusco region (Peru). Possible climatic and socioeconomic scenarios up to 2050 were developed including the interests from different water sectors, i.e. agriculture, domestic and energy.</p><p>The analysis consists of the hydrological simulation at a monthly time step from September 2043 to August 2050 using a simple glacio-hydrological model. For historic conditions (1990 to 2006) a combination of gridded data (PISCO precipitation) and weather stations was used. Future scenario simulations were based on three different climate models for both RCP 2.6 and 8.5. Different glacier outlines were used to simulate changes in glacier surface through the time for both historic (from satellite data) and future (from existing literature) scenarios. Furthermore, future water demand simulations were based on the SSP1 and SSP3 scenarios.</p><p>Results from all scenarios suggest an average monthly runoff of about 130 m<sup>3</sup>/s for the Vilcanota catchment between 2043 and 2050. This represents a change of about +5% compared to the historical monthly runoff of about 123 m<sup>3</sup>/s. The reason for the increase in runoff is related to the precipitation data from the selected climate models. However, an average monthly deficit of up to 50 m<sup>3</sup>/s was estimated between April and November with a peak in September. The seasonal deficit is related to the seasonal change in precipitation, while the water demand seems to have a less important influence.</p><p>Due to the great uncertainty of the modelling and changes in the socioeconomic situation, the data should be continuously updated. In order to construct a locally sustainable water management system, the modelling needs to be further downscaled to the different subcatchments in the Vilcanota catchment. To address the projected water deficit, a new dam could partially compensate for the decreasing storage capacity of the melting glaciers. However, the construction of the dam could meet resistance from the local population if they cannot be promised and communicated multiple uses of the new dam. Sustainable water management requires the cooperation of all stakeholders and all stakeholders should be able to benefit from it so that they will support future projects.</p>


2018 ◽  
Vol 192 ◽  
pp. 03043
Author(s):  
Natapon Kaewthong ◽  
Pakorn Ditthakit

The aim of the research is to analyse the effects on agricultural water demand in the Lower Pak Phanang River Basin area due to climate change. The climate data used in the analysis were rainfall, maximum, minimum, and average temperatures. The climate datasets were obtained from statistical downscaling of global circulation model under the CMIP5 project by means of bias correction with Optimizing Quantile Mapping implemented by the Hydro and Agro Informatics Institute. To determine agriculture water demand, reference evapotranspiration (ETo) based on Hargreaves method was calculated for both baseline climate data (1987-2015) and forecasted climate data in 2038. For agriculture water demand in the Pak Phanang river basin, we considered paddy field, palm oil, rubber, grapefruit, orchard, vegetable, ruzy and biennial crop, based on land use data of the Land Development Department of Thailand in 2012. The results showed that forecasted agriculture water demand in 2038 with existing land use data in 2012 will be increased with the average of 18.9% or 61.78 MCM as compared to baseline climate condition. Both water demand and supply management measures would be suitably prepared before facing unexpected situation.


Author(s):  
Bruce A. Lytle ◽  
Chris M. D. Fehn ◽  
Ron Redd ◽  
Rebecca Tejada ◽  
Marina Kopytkovskiy

2019 ◽  
Vol 20 (2) ◽  
pp. 679-687 ◽  
Author(s):  
Angelos Alamanos ◽  
Stamatis Sfyris ◽  
Chrysostomos Fafoutis ◽  
Nikitas Mylopoulos

Abstract The relationship between water abstraction and water availability has turned into a major stress factor in the urban exploitation of water resources. The situation is expected to be sharpened in the future due to the intensity of extreme meteorological phenomena, and socio-economic changes affecting water demand. In the city of Volos, Greece, the number of water counters has been tripled during the last four decades. This study attempts to simulate the city's network, supply system and water demand through a forecasting model. The forecast was examined under several situations, based on climate change and socio-economic observations of the city, using meteorological, water pricing, users' income, level of education, family members, floor and residence size variables. The most interesting outputs are: (a) the impact of each variable in the water consumption and (b) water balance under four management scenarios, indicating the future water management conditions of the broader area, including demand and supply management. The results proved that rational water management can lead to remarkable water conservation. The simulation of real scenarios and future situations in the city's water demand and balance, is the innovative element of the study, making it capable of supporting the local water utility.


2015 ◽  
Vol 16 (3) ◽  
pp. 641-652 ◽  
Author(s):  
Sham Kumar Sharma ◽  
M. L. Kansal ◽  
Aditya Tyagi

This study focuses on evolving an integrated water management plan (IWMP) for Shimla City (erstwhile summer capital of British India). Presently it is the state capital of Himachal Pradesh. Total water demand (2014) is 58.46 million litres per day (MLD) against system capacity of 54.54 MLD. The present deficit of 3.92 MLD (2014) may amplify to 59.01 MLD in 2051. Resource assessment in the related watersheds namely, Ashwani, Nauti, Giri and Pabbar accomplished using remote sensing techniques and geographic information system (GIS) based Arc-SWAT hydrological model. Average annual precipitation in all watersheds for 26 years (1984–2010) is about 1,005 mm, out of which about 34% flows as runoff, 8% as groundwater and about 58% as evapotranspiration. Being ungauged watersheds, water balance equation considered as the validation criteria, coefficient of correlation ‘R’ between observed rainfall and simulated runoff varies from 0.94–0.96. Results further validated through actual measurement of inflow in lean period in one of the major sources, i.e. Giri River, which has shown very good correlation (R = 0.95) between simulated and observed stream flow. The study establishes that existing sources are not sustainable. IWMP suggests, source augmentation coupled with rainwater harvesting and reuse of wastewater as long-term strategic measures.


2015 ◽  
Author(s):  
Ιφιγένεια Κουτίβα

Αντικείμενο της διδακτορικής διατριβής είναι η δημιουργία μιας νέας μεθόδου προσομοίωσης της συμπεριφοράς της ζήτησης νερού των αστικών νοικοκυριών, χρησιμοποιώντας μοντέλα παραγόντων –ευφυών πρακτόρων (Agent Based Modelling - ΑΒΜ). Μέχρι τώρα, η πιο κοινή προσέγγιση ήταν να συμπεριλαμβάνονται στα εργαλεία διαχείρισης των υδατικών πόρων, χρονοσειρές οικιακής ζήτησης νερού παραγόμενες είτε ακολουθώντας τις ιστορικές τάσεις ή προβάλλοντας μελλοντικές απαιτήσεις.Ωστόσο, σε αυτή την έρευνα, προτείνεται μια εναλλακτική μέθοδος για τη παραγωγή χρονοσειρών οικιακής ζήτησης νερού, προσομοιώνοντας τη συμπεριφορά των νοικοκυριών όπως αυτή διαμορφώνεται από τις κοινωνικές, πολιτικές, οικονομικές και τεχνολογικές συνθήκες.Το βασικό κίνητρο της έρευνας αυτής, ήταν η ανάγκη για τη δημιουργία κανόνων που προσομοιώνουν τη συμπεριφορά των νοικοκυριών. Προς την κατεύθυνση αυτή, αναπτύχθηκε ένα εργαλείο ΑΒΜ, που ονομάζεται Urban Water Agents’ Behaviour (UWAB), το οποίο προσομοιώνει τη συμπεριφορά της ζήτησης νερού ενός νοικοκυριού με βάση: (α) τη θεωρία σύνθετων δικτύων (Albert and Barabasi, 2000)που αντιπροσωπεύει τους κοινωνικούς δεσμούς που δύναται να επηρεάσουν την οικιακή ζήτηση νερού, (β) τη θεωρία της κοινωνικής επιρροής (social impact theory) (Latane, 1981) για την προσομοίωση της επιρροής που ασκούν πολιτικές και άλλοι εξωτερικοί παράγοντες στη συμπεριφορά των οικιακών χρηστών νερού, (γ) τη θεωρία της σχεδιασμένης συμπεριφοράς (theory of plannedbehaviour) (Ajzen, 1991) η οποία εξυπηρετεί την αποδόμηση της συμπεριφοράς του οικιακού χρήστη νερού στα συστατικά της με σκοπό τη μοντελοποίηση της πρόθεσης του και (δ) τη στατιστική μηχανική(Shell, 2014) η οποία χρησιμοποιείται για την προσομοίωση της στοχαστικής φύσης της ανθρώπινης συμπεριφοράς. Η συμπεριφορά της ζήτησης νερού των νοικοκυριών και η επιρροή της από τις πολιτικές διαχείρισης και από τις περιβαλλοντικές πιέσεις προσομοιώνεται στο μοντέλο UWAB. Στη συνέχεια, η συμπεριφορά αυτή μεταφράζεται σε συγκεκριμένο όγκο νερού μέσω της προσομοίωσης των συσκευών κατανάλωσης νερού ενός νοικοκυριού χρησιμοποιώντας το εργαλείο Urban Water Optionneering Tool(UWOT) (Makropoulos et al., 2008). Η υλοποίηση της παραπάνω προτεινόμενης μεθοδολογίας πραγματοποιήθηκε με τη σύνδεση του μοντέλου UWAB με το εργαλείο UWOT, δημιουργώντας την πλατφόρμα μοντελοποίησης UWAB-UWOT. Για την επαλήθευση της προτεινόμενης μεθοδολογίας χρησιμοποιήθηκε το αστικό σύστημα ύδρευσης της Αθήνας, το οποίο και προσομοιώθηκε στην πλατφόρμα UWAB-UWAT. Πιο συγκεκριμένα,μελετήθηκε η εξέλιξη της οικιακής ζήτησης νερού κατά την περίοδο εκτεταμένης ξηρασίας που σημειώθηκε στην Αθήνα, κατά την περίοδο 1988 – 1994. Αρχικά, το μοντέλο βαθμονομήθηκε και επαληθεύτηκε χρησιμοποιώντας μηνιαία δεδομένα οικιακής ζήτησης νερού για την παραπάνω περίοδο.Στη συνέχεια, αναπτύχθηκαν και μελετήθηκαν εναλλακτικές στρατηγικές διαχείρισης της ζήτησης νερού βάσει των εναλλακτικών μελλοντικών σεναρίων ζήτησης. Από τα αποτελέσματα προέκυψε ότι η σύνδεση ενός μοντέλου ABM, για την προσομοίωση της συμπεριφοράς των νοικοκυριών, με ένα μοντέλο προσομοίωσης του αστικού κύκλου νερού, δίνει τη δυνατότητα σύνθεσης υπολογιστικών πειραμάτων με στόχο την αξιολόγηση εναλλακτικών στρατηγικών διαχείρισης της οικιακής ζήτησης νερού από τις ρυθμιστικές αρχές.


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