Editorial Manager(tm) for Journal of Water and Climate Manuscript
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Editorial Manager(tm) for Journal of Water and Climate Manuscript
Editorial Manager(tm) for Journal of Water and Climate Manuscript Draft Manuscript Number: Title: Participatory Scenario Development Analysis for the Future of Water in Seyhan Basin, Turkey Article Type: Special Issue Article Corresponding Author: Dr. Erol Hasan Cakmak, Ph.D. Corresponding Author's Institution: Middle East Technical University First Author: Erol Hasan Cakmak, Ph.D. Order of Authors: Erol Hasan Cakmak, Ph.D.; Hasan Dudu, M.Sc.; Ozan Eruygur, Ph.D.; Metin Ger, Ph.D.; Sema Onurlu, M.Sc.; Ozlem Tonguc, M.Sc. Manuscript Click here to download Manuscript: Cakmak et al._JWCC_scenes_last.doc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 Participatory Scenario Development Analysis for the Future of Water in Seyhan Basin, Turkey1 Erol H. Cakmak2,3, Hasan Dudu2 , Ozan Eruygur4, Metin Ger5, Sema Onurlu6, Özlem Tonguç2, Abstract Stress on water resources of Turkey is expected to increase in near future. This paper presents the results of a case study in one of the most important basins of Turkey, Seyhan Basin, developing scenarios in a participatory process with stakeholders in the region. We employed modified fuzzy cognitive mapping with a new learning algorithm and back-casting method with STEEP framework. The results obtained from both methods are consistent. Participants envisioned that water supply, water demand and water use will decline in the future in response to the increasing impacts of climate change. Improvements in sustainable water management, irrigation efficiency and water saving technologies will diminish the severity of scarcity that is expected to occur due to climate change. Keywords: Dynamic analysis, Fuzzy Cognitive Maps, Seyhan Basin, sustainable water management, water. Short Title: Participatory Scenario Development Analysis for the Future of Water in Seyhan 1 The authors gratefully acknowledge financial support for the project Water Scenarios for Europe and Neighbouring States (SCENES) from the European Commission (FP6 contract 036822). 2 Department of Economics, Middle East Technical University, 06531, Ankara, Turkey. 3 Corresponding author. Tel: +90 312 210 3088, Fax: +90 312 210 7964, E-mail: [email protected] 4 Department of Economics, Gazi University, Ankara, Turkey. 5 Department of Civil Engineering, Istanbul Kultur University, Istanbul, Turkey. 6 Sintek Muhendislik Ltd., Ankara, Turkey. 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 INTRODUCTION Water has been designated as a scarce economic resource by international community for at least two decades. Increase in the irrigated land area in the 20th century has been considered as the major reason behind the scarcity. The change in the volatility of rainfall which is attributed to the climate change has also put a significant pressure on water resources. This has lead to significant shifts in researchers’ focus; analyzing the issues about irrigation water management and developing better policies and practices in a global scale have become priorities (Dudu & Sinqobile, 2008). This paper reports the findings of a qualitative scenario development process implemented in the Seyhan Basin, Turkey, as a part of SCENES (Water Scenarios for Europe and for Neighbouring States) project. SCENES uses an integrated approach by combining and balancing several dimensions of issues related to water to address complex questions about the future of water resources in Europe, Mediterranean, Caucasus and Ural Mountains. SCENES adopts an iterative process for scenario enrichment on three levels: the panEuropean scale, the regional scale and basin scale. The enrichment works in both directions from pan-European to basin and from basin to pan-European iteratively (Kämäri et al., 2008). This study is a part of the iterative process at the basin level. Seyhan is selected as one of the pilot areas to develop storylines and to feedback the upper level scenarios interactively. Stakeholder workshops are organized in the Seyhan Basin to identify the issues, drivers, and their interactions, and to envision the future of water in the basin area. Fuzzy cognitive maps 2 (FCM) are formed for the present and the future. Estimated future states of the variables are 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 obtained through dynamic analysis of the FCMs. The stakeholders are also asked to develop scenarios using STEEP (social, technological, economic, environmental and policy) approach for self-defined objectives to be attained in 2030. Next section briefly introduces the pilot area. Then a literature survey on implemented methodologies follows. Third section describes the process and the workshop settings. Fourth section presents the findings of the dynamic analysis. The last section is reserved for conclusions. OVERVIEW OF WATER IN TURKEY AND SEYHAN BASIN Turkey has a water potential of 501 km3 of which 274 km3 is lost to evapotranspiration. 69 km3 feeds aquifers and 158 km3 flows to seas and lakes. Surface runoff is 193 km3 of which 98 km3 is usable. 31 km3 is consumed out of this 98 km3. 41 km3 of ground water recharge is added surface run-off to supply a total of 234 km3 of renewable water potential. 14 km3 of ground water resources is safe yield and hence total usable net water resources add up to 112 km3. Total consumption sums up to 43 km3 of which 12 km3 supplied by ground water resources (Cakmak et al., 2008). 75 percent of this consumption belongs to agricultural sector to irrigate approximately 5.28 million hectares of land (approximately 60 percent of total economically and technically feasible irrigable area and 23 percent of total cultivated area) (DSI, 2009). Almost all of the irrigation schemes are managed by farmers either in the form of Water User Associations (WUA) or as Village Communities (VC). Irrigation water is priced on per hectare basis in Turkey. Rather than being based on cost recovery criteria, 3 price depends on the type of crop and season of irrigation. The average price of irrigation is 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 around 70 Euro/ha (DSI, 2006a). Although current stress on water resources of Turkey at the national level is considered to be moderate, it is expected to increase significantly in the near future with the increasing competition for water for the industrial and domestic use (Cakmak et al., 2008; Alcamo et al. 2007). Furthermore, current irrigation management policies of Turkey are “far from forming an integrated framework for effective management of water resources” (Cakmak et al., 2008, p.15). The need to develop a vision about the issues related to the state of water resources in Turkey is urgent if policy makers intend to take the measures necessary to avoid the possible negative impact of increasing stress on water resources. Seyhan basin is located in the eastern Mediterranean. Seyhan River, which is formed by confluence of Zamantı and Göksu Rivers, drains the Çukurova plain and discharges to Mediterranean Sea. The basin consists of 20,450 km2 of land and an average water flow of 8.01 km3 (DSI, 2007). Total irrigated area is about 271 thousand hectares which is around 45 percent of total cultivated area in the region (DSI, 2006a; TURKSTAT, 2009). Irrigation ratio is quite high compared to the national average of 23 percent. Almost all irrigation schemes are managed by Water User Associations and only 15 percent of irrigable area is used as rainfed. Çukurova plain is among the most important agricultural production areas of Turkey. Seyhan Basin’s share in total harvested area is about 3 percent (Table 1). On the other hand, 4 percent of total agricultural production value is obtained in Seyhan Basin. The share of 4 Seyhan Basin in production rises as high as 11 percent for oil seeds and 7 percent for cereals. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 Most distinguishing characteristic of Seyhan Basin is reflected in yield numbers. The average yield of Turkish agricultural production is around 70 percent of yields in Seyhan Basin. This ratio is as low as 50 percent (indicating the fact that yields in Seyhan Basin is two times the overall average) for pulses. Seyhan basin is also important in vegetable and fruit production for which share of Seyhan basin in national production is 5 percent. Table 1. Some agricultural indicators about Seyhan Basin, 2008 Cultivated area (%) Harvested area (%) Production (%) Total Crops 3.21 3.39 3.88 Ratio of yields (Turkey/Seyhan) 0.70 Pulses 1.36 1.58 1.57 0.50 Industrial Crops 6.51 6.52 1.78 0.72 Cereals 2.83 3.01 6.66 0.72 Oil Seeds 7.71 7.73 10.74 0.93 Feed Crop 0.75 0.78 1.02 0.74 Tuber Crop 3.20 3.21 4.42 0.64 Vegetables N.A. N.A. 4.90 N.A. Fruits 1.84 N.A. 4.91 0.44 Source: TURKSTAT (2009) Regional population growth rates and ratio of urban to rural population are depicted in Tables 2 and 3. The figures show that Seyhan Basin is highly urbanized. The ratio of urban to rural population is significantly higher than the national ratio, with the rural population consistently declining, while the urban population increasing. Since growth or total population in the region is also positive, it can be concluded that in-migration to the basin is also an important factor in the demographic dynamics of the region. Table 2. Yearly Average population growth rates 1975 Seyhan Basin Total Urban Rural 1.82 2.03 1.37 Total 1.68 5 Turkey Urban 1.88 Rural 1.48 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 1980 1990 2000 2008 1.82 1.41 -1.16 1.33 1.81 1.51 1.13 1.50 1.83 -1.25 -1.37 -1.59 1.61 -1.26 1.52 1.24 1.75 -1.28 1.66 1.47 1.47 -1.23 1.11 -1.49 Source: TURKSTAT (2009) Website Note: The averages are calculated in a compound basis Table 3. Ratio of urban population to rural Population 1970 1975 1980 1990 2008 Seyhan Basin 1.03 1.32 1.31 2.31 6.71 Turkey 0.62 0.72 0.78 0.75 2.99 Source: TURKSTAT (2009) Website There are 6 dams in the basin. Four of these dams are used for irrigation. Their water holding capacity add up to 4500 hm3 with irrigation capacity of about 350,330 ha (Table 4). Although the irrigated area steadily increases in the basin, its share in the total cultivated area does not change much (Table 5). Table 4. Dams in the Seyhan Basin Dam Setup Year Berke 1999 Çatalan 1997 Kesiksuyu 1971 Kozan 1972 Nergizlik 1995 Seyhan 1956 Arıklıkaş 1998 Aslantaş 1984 Kalecik 1985 TOTAL Normal Irrigation Volume Area hm3 (ha) 427 2,126 53 8,760 170 10,220 22 2,326 1,200 174,000 1,872 285 1,150 149,849 33 4,890 7,053 350,330 Source: DSI (2009) Website 6 Power (MW) Annual Production (GWh) 510 1,672 169 596 59 350 138 569 876 3,187 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 Table 5. Irrigated land in the Seyhan Basin, 2001-2008 (ha) Irrigated Land 2001 2002 2003 2004 2005 2006 2007 2008 250,279 258,405 264,381 306,224 279,457 279,113 267,332 270,965 Total Share of Cultivated Irrigated Land Land 581,459 43.04 576,388 44.83 612,645 43.15 595,996 51.38 594,363 47.02 562,195 49.65 554,265 48.23 555,427 48.79 Source: DSI (2004, 2005, 2006b, 2007b, 2008), TURKSTAT (2009). PARTICIPATORY SETTING, MAIN ISSUES AND PRESENT STATE Careful selection of stakeholders was necessary to obtain a scenario that will both help the domestic policy makers and provide feedbacks to the pan-European scenario building activities for the SCENES project. The participants were from diverse societal groups. Representatives from central and local public institutions related to water and agriculture, environmental and farmers’ NGOs, irrigation associations and local university participated in the workshop. The stakeholder workshop was conducted both in forum and group settings depending on the issue that was covered. There were also cases where participants were asked to convey their personal views. The personal and group forms were collected, processed and the results were immediately shared with the participants. Homogenous groups were formed to save time in reaching consensus, but the results obtained from the groups were finalized in a forum discussion. The groups formed by the stakeholders were: 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 (1) Training and Academic Personnel (2) Technocrats and Bureaucrats (3) Farmers and Irrigation Associations (4) Non-governmental organizations (NGOs) Despite the fact that many of the participants were not used to this kind of meetings and there were a lot of work to do, the participation remained high throughout the workshop. It was necessary to identify the main issues/drivers to start the FCM process. Stakeholders were first given a list of predetermined issues identified by the researchers during their prior visits to the basin area. The list was formed by a combination of social, economic and environmental issues that may be crucial in forming water scenarios (Table 6). Table 6. List of Predetermined Issues Issues 01 Rate of recycled waste water 02 Impact of Increasing Urbanization 03 Maintenance, Repair and Overhaul 04 Environmental Consciousness 05 Drainage Problem 06 Internal Migration 07 Impacts of Climate Change 08 Employment 09 Decrease in Forestry 10 Impact of Industrial Production 11 Water Supply 12 Water Delivery Losses 13 Support for Publications on Water Use 14 15 16 17 18 19 20 21 22 23 24 25 Water Demand Use of Water-Saving Methods Irrigation Infrastructure Irrigation Water Pollution Irrigation Water Use Price of Irrigation water Irrigation Efficiency Sustainable Water Management Agricultural Support Policies Increase in Agricultural Output Salinity Ground-Water Use However the participants were not restricted with the predetermined list. They were encouraged to contemplate and add any missing issues. Eventually, the participants came up with a list of 32 variables with the context of the issues precisely defined. It was encouraging to note that there were not many divergence views on the issues. Almost all participants 8 agreed on the relevance of predetermined issues and the ones that were added by other 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 participants. Participants were then divided into four groups to decide on the most important issues. Final list of top 15 issues were decided by the ratings provided by the stakeholders (Table 7). The list seems to reflect the sectoral orientation of the participants. Most of them are closely related to irrigation and agriculture. Given the fact that more than 80 percent of the water used in irrigation, this was not a surprising result. The environmental issues survived to the extent that they were related to agriculture. Table 7. Final List of Variables/Drivers Variables/Drivers D01 Impact of Increasing Urbanization D09 Irrigation Water Use D02 Water Supply D10 Irrigation Efficiency D03 Water Demand D11 Water Pollution D04 Irrigation Water Price D12 Use of Water-Saving Methods D05 Agricultural Support Policies D13 Sustainable Water Management D06 Impacts of Climate Change D14 Soil Degradation D07 Water Delivery Losses D15 Use of Ground-Water D08 Irrigation Infrastructure Source: Workshop results Following the establishment of final list of variables, it was necessary to establish the present state of the selected variables. The participants were asked to assign weights to each variable on a scale from one to five individually and the outcome was discussed in a group setting. The scaling was as follows: 1 for Null, 2 for Very-Small, 3 for Small, 4 for Big, and 5 for Very-Big. This corresponds to a modified spider gram exercise. The assigned values represent the relative position of the designated variable with respect to its desired level (Figure 1). 9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 Figure 1. Overall Ratings of the Issues in the Present State Source: Workshop results The averages of the input from four groups for each variable were further discussed in forum setting. Educational and Academic personnel were generally more optimistic while the farmers sketched a rather pessimist view about the state of the variables. However divergence was not significant among the groups. The main issues in which divergence of views was relatively high were water demand (D03), water use (D09) and use of water saving technologies (D12). Farmers thought that first two (D03 and D09) were sufficient while NGO representatives believed that the last one (D12) was far from being satisfactory. Agricultural support (D05) and use of water-saving technologies (D12) and sustainable water management (D13) were considered to be far less satisfactory compared to their desired level. 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 METHODOLOGY Fuzzy Cognitive Maps, introduced by Kosko (1986), are used in many fields varying from ecological modeling to information systems; to model different things varying from ecological systems to producing intelligent decision making engines. Examples of fuzzy cognitive modeling in the literature are (but not limited to): The study of Siraj et al. (2004) where FCMs and fuzzy-rule bases are used to create a decision engine that detects intrusions to a computer system. Sharif and Irani (2006) use fuzzy cognitive mapping and morphological analysis to formulate a conceptual model of decision making behavior within the information systems evaluation task. Özesmi and Özesmi (2004) utilize FCM to create ecological models with both expert and local people’s knowledge. Similarly, there are studies in the literature where FCM is used to model political developments (Taber, 1991), electrical circuits (Styblinski and Meyer, 1988), and virtual worlds (Dickerson and Kosko, 1994). Recently, FCMs are widely used to facilitate public participation by modeling local and expert knowledge. Studies that utilize FCM in such a fashion include: Özesmi (2006), where FCM is used to map social and economic conditions of local people before their resettlement due to a dam construction. Kastens and Newig (2008) study active involvement of regional stakeholders in North-west Germany in effective implementation of the WFD. Mouratiadou and Moran (2007) use FCM to model stakeholder and public perceptions on water related issues in a river basin in Greece, thereby promoting the involvement of stakeholders and 11 public for successful implementation of WFD. Özesmi and Özesmi (2003) use FCM to create a 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 participatory management plan for a lake ecosystem. It is necessary to normalize the state vector to ensure convergence in FCM iterations. In this way we also avoid problems related to the scaling, and interpret the negative numbers obtained at the end of iterations more easily. Normalization is done according to the formula: si si s i i n si i si ni 2 (1) where si is the ith element of the state vector S before normalization while si is the normalized value of si and n is the total number of elements of S . We have also rescaled the elements of the transition matrix to 0 – 1 interval according to formula Aij Aij max Aij (2) where Aij is the element of the transition matrix A in the ith column and jth row. Aij is the normalized value f Aij . Dynamic analysis of FCM is done by multiplying the normalized state vector with the rescaled transition matrix iteratively until convergence is reached for all variables. To ensure convergence we have weighted the state vector at each step. The state vector at iteration t is calculated by 12 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 1 St max abs min si,t S1t 1 , max s St 1 i ,t 1 S A for t 2...T t 1 where St is the state vector at step t of iterations, si,t S1t 1 is the ith element of the normalized state vector St1 at iteration t 1 . St is normalized at each step according to equation (1). A follows from equation (2). Convergence to undesired steady-states is highly possible in the dynamic analysis since FCM is a nonlinear system outcome and its development FCM relies heavily on human experience and knowledge. In order to direct a system to a desired steady state several methods are used. Learning algorithms are one of the methods used for this purpose. A learning algorithm basically determines the weights and outlines the convergence for a neural network to reach a desired steady state via local search techniques. When applied to the case of FCM, this process corresponds to updating the strengths of causal links (Papageorgiou et al., 2004). There are various types of learning algorithms proposed in the literature. Papageorgiou et al. (2004) list these algorithms as: Differential Hebbian Learning (DHL) (proposed by Kosko, an unsupervised learning without any mathematical formulation), Adaptive Random FCMs (given initial state this algorithm adapts weights so that FCM converges to a desired steady state), Nonlinear Hebbian Learning (adapts the magnitude of non-zero weights only), Particle Swarm Optimization, and Active Hebbian Learning algorithm (an algorithm with mathematical formulation). 13 (3) Our approach on introducing the learning mechanism was to focus on 7 key variables: Water 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 supply (D02), Water demand (D03), impacts of climate change (D06), Irrigation water use (D09), use of water-saving technologies (D12), sustainable water development (D13) and irrigation efficiency (D10). These variables are selected according to the number and magnitude of their links with each other. In this sense, we used a modified Nonlinear Hebbian Learning Algorithm. For this purpose we have compared the 7-element subsets of the combinations of 15 variables in terms of number of their “inner” links and strength of these links. Since it is obvious that impacts of climate change (D06) and sustainable water management (D13) have quite “strong” links, instead of inspecting all combinations we have compared the 7-element subsets of 15 drivers which consists of these two variables. Suppose li , j denotes the magnitude of the link from driver i to driver j and let ki , j be defined as 0 if li , j 0 ki , j for i and j 1 if li , j 0 where is the set of drivers. Then we define N t i , jC li , j t 1,,1287 t and M t i , jC ki , j t 1,,1287 t where Ct is the t th 7-element subsets of combinations of 15 drivers which include the impacts of climate change (D06) and sustainable water management (D13). Then we ordered all subsets in a descending order with respect to their 14 Nt scores and applied the Mt FCM framework described above to the ones that are in the top 250. In this case, the subset 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 which consists of the elements “Water supply (D02), Water demand (D03), impacts of climate change (D06), Irrigation water use (D09), use of water-saving technologies (D12), sustainable water development (D13) and irrigation efficiency (D10)” gives the best result. Our criterion for the best result is stability of all variables and maximum possible The subset mentioned above has the second largest Nt score. Mt Nt score and all variables in the set Mt become stable at the end of the iterations. However to reach stability, we introduced 0.25 to diagonal elements of transition matrix. This implies self-maintenance for all variables. That is to say, level of a variable in the current term increases its level in the next term. Considering the nature of the issues under investigation, this is not a poor assumption. Furthermore, better results are obtained when a link from “impact of climate change (D06)” to “sustainable water management (D13)”. This link implies that as the effects of climate change increases water authorities will put more emphasis on sustainable water management. RESULTS AND ANALYSIS The participants were asked to create two desired future state vectors for 2015 and for 2030 in preparation for FCM analysis. Every group assigned desirable values for each of the 15 variables for the two future dates. Average values for each variable were calculated, discussed and finalized in forum setting. The future state vectors are used for two purposes. First, they are compared with the results of FCM analysis to check the consistency of the 15 results. Secondly, they formed the basis in the scenario building phase. The results are given 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 in Table 8 below, and the output from group work can be found in Appendix Figure A3. Table 8. Current and Future States of Variables TODAY 2015 2030 TODAY 2015 2030 Impact of Increasing Urbanization Water Supply 4.00 2.53 1.75 Irrigation Water Use 4.25 4.00 4.18 4.00 4.33 4.65 Irrigation Efficiency 3.00 4.45 4.85 Water Demand 3.75 3.75 4.20 Water Pollution 3.75 1.93 1.08 Irrigation Water Price Agricultural Support Policies Impacts of Climate Change Water Delivery Losses Irrigation Infrastructure 3.00 3.08 3.13 2.00 3.75 4.43 2.50 3.95 4.55 2.75 4.07 4.88 4.00 2.13 1.58 Use of Water-Saving Methods Sustainable Water Management Soil Degradation 4.00 1.83 0.98 4.50 1.65 1.28 Use of Ground-Water 3.00 2.28 1.63 3.00 4.30 4.95 Source: Workshop results A declining trend in the impact of increasing urbanization is observed. This shows that the participants expect urbanization effects to be weaker in the future, which is consistent with the observations about the demographic dynamics of the region. Water supply, water demand and water price increases in time, suggesting a possible shift of agricultural production to the water intensive crops which create higher value added. However, irrigation water use does not change significantly while use of ground water sources declines considerably. This is consistent with decline in water pollution and soil degradation as well as increase irrigation efficiency, water delivery losses, use of water saving methods. Improvements in irrigation infrastructure, agricultural subsidies and sustainable water management are the key drivers for these enhancements. 16 The participants filled the matrices individually towards the construction of the FCM. They 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 defined weights and direction of relationships among selected issues. Average values were calculated for each entry and the results are presented to the stakeholders. Afterwards, the participants were again divided into four groups, where they were asked to discuss the matrices further. The final FCM was established in a forum setting by asking directions of the links and their final weights. The final outcome depended heavily to the outcomes of the group work. As a result, it was possible to obtain one FCM for the pilot area and, also four FCMs from each group. The final FCM is presented in Figure 2. Figure 2. Final FCM 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 No facilitators are assigned to the groups, but in any case participants seemed to handle FCM framework well. Since the groups were homogenous, cognitive and social learning was limited, but this was a necessary sacrifice due to the time constraint. Designated relationships among the issues in the transition matrix are presented in Table 9. A variable in the first column of the Table affects a variable in the second column. The size of effect is given in the last column. A negative number in last column implies a negative relationship between the variables. That is, as the level of the variable in the first column of the table increases, the level of the variable in the second column of the table decreases, and vice versa. Most of the relationships in the table are as expected. However, some of them were unexpected. For example water supply increases water while water demand decreases water supply. It is possible that participants assumed that availability of more water will encourage the cultivation of more water intensive crops resulting in an increase in water demand. Participants also believe that as demand increases irrigation water usage will decline. This recalls an explanation by the competition between farmers such that if demand by all farmers increases amount of water available for any farmer will decline. Table 9. Relationship between Issues Used to Form Transformation Matrix Affecting Issue Affected Issue Impact of Increasing Urbanization Impact of Increasing Urbanization Impact of Increasing Urbanization Water Supply Impacts of Climate Change Water Demand Soil Degradation Water Pollution Water Demand Water Supply 2 3 3 1 -3.5 Water Demand Water Supply -1.5 18 Size of effect 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 Water Demand Irrigation Water Use -2 Water Demand Water Demand Use of Ground-Water Irrigation Water Price 2 1.5 Irrigation Water Price Water Delivery Losses Use of Water-Saving Methods Irrigation Water Price Agricultural Support Policies Agricultural Support Policies Water Demand Water Demand Water Demand Irrigation Water Use Irrigation Water Use Use of Water-Saving Methods Impacts of Climate Change Water Delivery Losses Water Delivery Losses Irrigation Infrastructure Irrigation Infrastructure Irrigation Infrastructure Irrigation Water Use Irrigation Water Use Use of Water-Saving Methods Irrigation Efficiency Water Pollution Soil Degradation Use of Water-Saving Methods Sustainable Water Management Sustainable Water Management Use of Ground-Water Irrigation Water Use Use of Water-Saving Methods Irrigation Infrastructure Water Delivery Losses Irrigation Efficiency Irrigation Water Use Irrigation Efficiency Water Demand Irrigation Efficiency Sustainable Water Management Soil Degradation Water Pollution Sustainable Water Management Use of Water-Saving Methods Soil Degradation Soil Degradation Use of Water-Saving Methods Impacts of Climate Change -3 2 -2 -2 3 4 -3 1.5 1 -3 3 3 3 3 4 1.5 2 3 3 3 -2.5 -1 3 Source: Workshop results The outcome of dynamic analysis is given in Figure 3. All variables are stabilized in the interval of 1 and -1 which shows that the system gives comparable and meaningful results. Dynamic analysis shows that, at the end of the iterations, only irrigation efficiency and sustainable water management maintain their levels in the state vector. All other variables are expected to be in a lower state compared to their initial state. 19 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 Figure 3. Result of the FCM Analysis Source: Authors’ calculations from the results of the workshop Accordingly, impact of urbanization will be declining in the future. This is consistent with the declining urbanization rates observed in long term time-series. Water supply and water demand will be declining resulting in a decline in irrigation water use. Relatively higher impact of climate change is probably the underlying dynamic for declining water supply and demand. The decline in supply is compensated with better sustainable water management practices which will not lose importance in the future. This is supported with the relatively high levels of irrigation efficiency, lower soil degradation and lesser user of underground water as well as declining water delivery losses. Decline in the irrigation infrastructure calls for more investment. 20 As mentioned in the methodology section, we introduced learning mechanism for the 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 limited subset of the key variables to obtain a better picture of the FCM with 15 variables. The final results are depicted in Figure 4. The series labeled as “2009” shows the current state vector. “2030/Estimated” shows the results of FCM analysis while “2030/Desired” shows the values of the future state vector that is obtained directly from the participants in scenario building session. The results with learning mechanism amplify the picture obtained with the full set of variables. Participants expect a decline in water supply, water demand and consequently water use. Improvements in the states of efficiency, water saving technologies and sustainable water management will be the major dynamics underlying the changes in demand, supply and use. Hence the ultimate effects of climate change will be lessening. Figure 4 Results of Dynamic FCM Analysis with Learning 21 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 After the construction and presentation of the final FCM, the stakeholders were requested to write scenarios for 2030 in group setting. They were asked to define milestones along the way, and deciding on activities related to these milestones which take place within the framework of STEEP (Social, Technological, Economic, Ecological, and Political) factors. The consolidation of the scenarios were accomplished after the workshop. While groups had differences in their desired future statements, the milestones defined by different groups had some common elements. These common milestones can be used to form a general timeline, with milestones grouped under four main headings: required infrastructure, water related policies, technology and legislations. Consolidated story lines are presented in Table 10. The consolidated timeline starts with new projects on water infrastructure, and maintenance on the existing infrastructure as the budget allocated to maintenance payments increases. This is followed by the establishment of a water high commission (WHC), leading to creation of several water policies and inspection of existing water facilities in the basin. Completion of Yedigoze Dam construction increases energy production in the basin. Meanwhile studies (mainly on land quality classification and sustainable land use in the basin) supported by the WHC start the transition to water saving technologies, and adoption of renewable energy sources. In the following years, we see more farms using closed irrigation system, and doing non-polluting and organic agriculture. A significant improvement is observed in water pricing: prices reflect real costs. In 2030, all irrigable lands in the Seyhan River Basin are irrigated with water saving methods, land quality is better and there are more green lands. Overall, the region is more prosperous in 2030. 22 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 Common to all groups is the need for new and water saving infrastructure for water delivery and storage. The need for new and renewable sources of energy emphasizes sustainability concerns of the stakeholders. The establishment of WHC may be linked to stakeholders’ desire to use water resources efficiently. Another benefit of WHC is elimination of the lack of studies on land quality classification which is expected to contribute to efficient use of water resources. The focus of the scenarios is on improvements in technology and legislation to achieve sustainable water and land management in Seyhan. The group of education and academic personnel emphasized the importance of irrigation technology, water storage, renewable energy and legislations/studies on land. The Technocrats and Bureaucrats group focused on social and environmental issues and indicated the importance of projects aiming to reduce the pollution and higher social welfare. Farmers, on the other hand, put a special emphasis on improvement and maintenance of water supply and development of agri-based industries. Meanwhile the NGO representatives have developed their scenario around increasing regional prosperity by proper urbanization, water saving technologies, research and development, social awareness and government support. 23 Table 10. Story lines in consolidated time line 2008 Milestones *new projects on water infrastructure and maintenance start 2010 2015 *establishment *Yedigöze Dam of water high completed commission *legislations on sustainable land use Social * increase in rural welfare; increase in cultural and educational level 2020 *start of transition to water saving irrigation technologies *increase in social welfare 2025 *storage and distribution infrastructure completion Non-polluting and organic agriculture on RB level *completion of potable and recycled water systems *Imamoglu irrigation facility opens *development of *use of drip infrastructure for irrigation and providing energy sprinkler irrigation requirements of closed irrigation systems 24 *Irrigation of all irrigable lands in the RB *EU Membership finalized *improvement *decrease in in income diseases distribution *development of "social fairness" among producers *improvement in construction technology and materials 2030 Transition to closed irrigation system *development of renewable energy sources *studies on land quality classification Technological 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 *increase in *decrease in human life-span internal migration *use of water saving technologies *use of environmentfriendly agricultural technologies *improvement *regional planning; in water storage technocity; technologies improvement in transportation technology Environmental Economic 2008 Policy 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 2010 2015 2020 2025 2030 *increase in energy production *increase in urban transformation, increase in income, industrial supports *improvement in socio-economic indicators (e,g, income employment) *development and improvement of agro-based industry *attractiveness in economic activities and increase in economic vitality; increase in income and employment level *decrease in *decrease in irrigation water land aridity loss *flood control; *decrease in negative water pollution impacts on endemic species *regulation o water distribution between ASO and Imamoglu water facilities *weed control; newly acquired areas *prevention of *decrease in land land and water degradation and pollution salinization *improvement in land quality *increase in green lands *increase in the budget *establishment *legislations on allocated to maintenance of water policies making land use payments and inspection in accordance to of existing water land quality facilities in the compulsory, basin prevention of land partition, increase in investments *implementation *government *R&D and of required legal supports for use of publications regulations for modern technology sustainable water management 25 *irrigation *budget allocation payments for development of reflecting its real water resources cost *proper urbanization; urban transition policies; land use policies To sum up, the common ideas stemming from the scenarios can be summarized as the achievement 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 of sustainable water and land management and prevention of pollution in water resources. Important issues that are put forward consists of: water supply being fully utilized for human well-being, implementation and completion of adjustment policies for possible changes in climate, proper urbanization irrigation of all irrigable lands via sufficient infrastructure balanced distribution of water among different sectors These results are consistent with our findings in FCM framework. Both approches suggest that increasing water efficiency and water saving through more investment in irrigation infrastructure will decrease the water demand and this will compensate the decline in the water supply due to climate change. Ultimately, the impact of climate change will be decreasing and quality of water and land resources will be improving. CONCLUSION In this paper, we present the findings of a qualitative scenario development process on water related issues in the Seyhan Basin, Turkey. The main outputs of the participatory process were the determination of the issues, drivers, and their interaction using fuzzy cognitive maps. The desired state towards 2030 were also obtained by the by participants with the STEEP (social, technological, economic, and environmental and policy) approach together with the necessary milestones. 26 In the current state, agricultural support, use of water-saving technologies and sustainable water 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 management are considered to be far less satisfactory compared to their desired level. We used a modified dynamic FCM framework for analysis as well as a qualitative scenario development. Dynamic analysis shows that, at the end of the iterations, only irrigation efficiency and sustainable water management maintain their levels in the state vector. All other variables are expected to be in a lower state compared to their initial state. Final results suggest that participants expect a decline in water supply, water demand and consequently water use. Improvements in the states of efficiency, water saving technologies and sustainable water management will be the main dynamics underlying the changes in demand, supply and use. Hence the ultimate effect of climate change will be lower. The common ideas in the scenarios can be summarized as the achievement of sustainable water and land management and prevention of pollution in water resources. Important issues that are put forward consists of water supply being fully utilized for human well-being, implementation and completion of adjustment policies for possible changes in climate, proper urbanization, irrigation of all irrigable lands via proper infrastructure, balanced distribution of water among different sectors. Both methods suggest that increasing water efficiency and water saving through more investment in irrigation infrastructure will decrease the water demand and this will compensate the decline in the water supply due to climate change. Ultimately, the impact of climate change will be declining and quality of water and land resources will be improving. 27 References 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 Alcamo, J., Flörke, M., Marker, M. 2007 Future long-term changes in global water resources driven by socio-economic and climatic changes, Hydrological Sciences–Journal–des Sciences Hydrologiques, 52(2), 247-275. Cakmak, E.H., Dudu, H., Saracoglu, S., Diao, X., Roe, T.L., Tsur, Y. 2008 Macro-Micro Feedback Links of Irrigation Water Management in Turkey, World Bank Policy Research Working Paper Series, No. WPS 4781. Dickerson, J.A. and Kosko B. 1994 Virtual worlds as Fuzzy Cognitive Maps. Presence, 3, 173-189. DSI. 2004 DSI’ce inşa edilerek işletmeye açılan sulama ve kurutma tesisleri 2004 yılı mahsul sayımı sonuçları [2004 Crop Census Results for irrigation and draining facilities built by the General Directorate of State Hydraulic Works], General Directorate of State Hydraulic Works Statistics Department, Electronic copy obtained from www.dsi.gov.tr on 12/05/2009 DSI. 2005 DSI’ce inşa edilerek işletmeye açılan sulama ve kurutma tesisleri 2004 yılı mahsul sayımı sonuçları [2004 Crop Census Results for irrigation and draining facilities built by the General Directorate of State Hydraulic Works], General Directorate of State Hydraulic Works Statistics Department, Electronic copy obtained from www.dsi.gov.tr on 12/05/2009 DSI. 2006a Devredilen Sulama Tesisleri İzleme ve Değerlendirme Raporu: 1999-2006 [Monitoring and Assesment Report for Transferred Irrigation Facilities: 1999-2006], Digital data obtained from DSI İşletme ve Bakım Dairesi: Ankara DSI. 2006b DSI’ce inşa edilerek işletmeye açılan sulama ve kurutma tesisleri 2004 yılı mahsul sayımı sonuçları [2004 Crop Census Results for irrigation and draining facilities built by the General Directorate of State Hydraulic Works], General Directorate of State Hydraulic Works Statistics Department, Electronic copy obtained from www.dsi.gov.tr on 12/05/2009 DSI. 2007a Annual Activity Report of the General Directorate of State Hydraulic Works: 2006, Ankara: DSI. DSI. 2007b DSI’ce inşa edilerek işletmeye açılan sulama ve kurutma tesisleri 2004 yılı mahsul sayımı sonuçları [2004 Crop Census Results for irrigation and draining facilities built by the General Directorate of State Hydraulic Works], General Directorate of State Hydraulic Works Statistics Department, Electronic copy obtained from www.dsi.gov.tr on 12/05/2009 28 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 DSI. 2008 DSI’ce inşa edilerek işletmeye açılan sulama ve kurutma tesisleri 2004 yılı mahsul sayımı sonuçları [2004 Crop Census Results for irrigation and draining facilities built by the General Directorate of State Hydraulic Works], General Directorate of State Hydraulic Works Statistics Department, Electronic copy obtained from www.dsi.gov.tr on 12/05/2009. Dudu, H., Chumi, S. 2008 Economics of Irrigation Water Management: A Literature Survey with Focus on Partial and General Equilibrium Models, World Bank Policy Research Working Paper, No. WPS 4556. Fujihara Y., Tanaka, K., Watanabe, T., Nagano, T., Kojiri, T. 2008 Assessing the impacts of climate change on the water resources of the Seyhan River Basin in Turkey: Use of dynamically downscaled data for hydrologic simulations, Journal of Hydrology, 353(1-2), 33-48. Kastens, B., and Newig J. 2008 Will participation foster the successful implementation of the WFD? The case of agricultural groundwater protection in North-west Germany. Local Environment, 13 (1), 27 – 41. J. Kämäri, J. Alcamo and I. Bärlund et al. 2008 Envisioning the future of water in Europe—the SCENES project, E-Water, 1–28. Kosko, B. 1986 Fuzzy Cognitive Maps. International Journal of Machine Studies, 1, 65 – 75. Mouratiadou, I., and Moran D. 2007 Public Participation in the Water Framework Directive: an Application of Fuzzy Cognitive Mapping in the Pinios River Basin, Greece. Ecological Economics, 62(1), 66-76. Özesmi, U. and Özesmi S. 2003 A Participatory Approach to Ecosystem Conservation: Fuzzy Cognitive Maps and Stakeholder Group Analysis in Uluabat Lake, Turkey. Environmental Management, 31(4), 518-531. Özesmi, U. and Özesmi S. 2004 Ecological Models Based on People’s Knowledge: A Multi-step Fuzzy Cognitive Mapping Approach. Ecological Modelling, 17(1-2), 43-64. Özesmi, U. 2006 Fuzzy Cognitive Maps of local people impacted by dam construction: their demands regarding resettlement. Preprint, arXiv:q-bio/0601032. 29 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 Papageorgiou, E.I., C.D. Stylios, and Groumpos P.P. 2004 Active Hebbian learning algorithm to train fuzzy cognitive maps. International Journal of Approximate Reasoning, 37, 219-249. Sharif, A.M., and Irani Z. 2006 Applying a fuzzy-morphological approach to complexity within management decision making. Management Decision, 41(7), 930-961. Siraj, A., S. Bridges, and Vaughn R.B. 2004 Decision Making for Network Health Assessment in an Intelligent Intrusion Detection System Architecture, International Journal of Information Technology & Decision Making (IJITDM), 3(2), 281-306. Styblinski, M.A. and Meyer B.D. 1988 Fuzzy Cognitive Maps, Signal Flow Graphs, and Qualitative Circuit Analysis. In: Preceedings of the 2nd IEEE International Conference on Neural Networks (ICNN87), San Diego, CA, 549-556. Taber, W.R. 1991 Knowledge Processing with Fuzzy Cognitive Maps. Expert Systems Application, 2, 83-87. TURKSTAT (Turkish Statistics Institute), 2009, Veritabanları [Databases], www.tuik.gov.tr, accessed on 12/05/2009. 30
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