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Article

Optimal Water Allocation Based on Water Rights Transaction Models with Administered and Market-Based Systems: A Case Study of Shiyang River Basin, China

1
State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, Beijing 100038, China
2
State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing 100084, China
*
Authors to whom correspondence should be addressed.
Water 2019, 11(3), 577; https://doi.org/10.3390/w11030577
Submission received: 5 January 2019 / Revised: 12 March 2019 / Accepted: 16 March 2019 / Published: 20 March 2019
(This article belongs to the Section Water Resources Management, Policy and Governance)

Abstract

:
Water-rights trade has proved to be an effective method for coping with water shortages through the transfer of water resources between users. The water allocation system is classified into two categories based on information transparency and water rights transaction goals: administered system (AS) and market-based system (MS). A multi-agent and multi-objective optimal allocation model, built on a complex adaptive system, was introduced to direct the distribution of water resources under an AS in the Shiyang River Basin; it was compared with a market-based water rights transaction model using the bulletin-board approach. Ideal economic agent equations played a dominant role in both models. The government and different water users were conceptualized as agents with different behaviors and goals in water allocation. The impact of water-saving cost on optimal water allocation was also considered. The results showed that an agent’s water-saving behavior was incentivized by high transaction prices in the water market. Under the MS, the highest bid in the quotation set had a dominant influence on how trade was conducted. A higher transaction price will, thus, result in a better benefit ratio, and a lower one will result in inactivity in terms of water rights trade. This will significantly impact the economic benefit to the basin.

1. Introduction

As an important productive resource, the economic characteristics of water are defined by its scarcity. With rapid population growth and economic development, water resources are becoming increasingly scarce; consequently, increasing attention is being paid to the economic characteristics of water resources. It is crucial to promote the efficient utilization and allocation of water resources and, thereby, facilitate both an incentive mechanism to save water and a restraint mechanism to avoid waste. In fact, water rights and water markets have proven to be effective economic approaches for realizing optimal water allocation. With the help of the water market, water rights are gradually transferred from users with low-efficiency use to those with high efficiency, thus, improving the overall level of water utilization and allocation.
The water rights trade market is usually categorized into the primary and secondary water markets. In the primary water market, public water use rights are distributed to organizations and individuals by authorized administrations through methods such as direct distribution, bidding, and so on. After the initial distribution, water rights can be transferred between users through commercial transactions in the secondary water market; this is considered as a readjustment of water rights distribution from the primary water market. As water rights transactions in the secondary water market are driven by individual benefit, allocation and utilization efficiency can be improved. Therefore, it is crucial to conduct research on the water rights transaction model in the secondary water market to ensure better water allocation.
Currently, major studies on the water market focus on its necessity, operation mechanisms, policies, economic efficiency, determination of transaction goals, transaction prices, and costs [1,2,3]. Richard et al. [4] evaluated the current policy of water shortage adaptation in the Colorado River Basin and proposed an interstate water market as an interesting reform that could be used for adapting to increased water scarcity and preserving core elements of the Colorado River Basin law. Zaman et al. [5] discussed an economic trading model combined with a hydrologic water allocation model to estimate the impacts of temporary water trading and physical water transfers, considering the key trade drivers of commodity prices, seasonal water allocations, and irrigation deliveries. The Chinese government has conducted demonstration work regarding water markets in several regions in China. In the Inner Mongolia Autonomous Region, experimental work on water rights transactions has been undertaken in the upper reaches of the Yellow River. At present, it is generally believed that water rights transaction is an effective measure for solving the problem of water resources distribution in the context of water resources shortage.
Generally, an optimal water allocation model includes an administered system (AS) and a market-based system (MS) [6]. In AS, information is completely transparent, and water resources are distributed and traded by authorities in accordance with their optimization goals. For instance, Roozbahani et al. [7] determined the maximum water-use benefit for each user and introduced an allocation model to guarantee a maximization of the minimum ratio for each stakeholder’s profit to its highest possible benefit. Yu et al. [8] used linear programming techniques to simulate the water market for maximizing the aggregate net return, subject to land, water, and crop restraints. Montilla et al. [9] designed a basin-level water bank model that considered 15 representative farm types to simulate water trading. They also demonstrated that water banks are market mechanisms that facilitate the transfer of water toward uses of greater value, including environmental uses. Water banks reduce static transaction costs and help create more active water markets by increasing economic efficiency. Market operations are centralized, which allows the administration (or other agencies) to properly control potential negative externalities and prevent any kind of harmful speculation [10].
Unlike AS, in which the role of the water trade market is limited, MS takes full account of the transaction process and the outcome for each water user under specific trading rules in the water market. In this context, transaction rules become major influential factors for water allocation. Giuliani et al. [11] believed that each agent represents a decision maker and that its decisions are defined by an explicit optimization problem that only considers the agent’s local interests. A practical water transaction process includes both the supply and the demand sides, especially in the secondary water market. Tradable water rights and transaction prices are determined by the balance between supply and demand. It is, therefore,. necessary to continue the development of water market mechanisms to ensure that this reallocation/transaction process takes place as efficiently as possible. Under MS, water exchanges generally utilize two mechanisms: bulletin boards and sealed double-auctions [12,13]. Without the intervention of the relevant authorities, the bulletin-board approach is a relatively reasonable transaction method, as all traders, whether buyers or sellers, have to make decisions based on insufficient information. This approach requires buyers and sellers to post offers and requests for water, typically through an electronic platform. Trade transactions are executed by matching individual offers with corresponding quantity and price.
Many established water banks in the western United States are actually bulletin-board markets. The most active bulletin-board market is the Northern Colorado Water Conservancy District (NCWCD), where about 30% of the water allocated to the Colorado-Big Thompson (C-BT) project is utilized for rental transactions [14]. However, some bulletin-board markets have been less successful; for example, the Texas Water Bank has conducted only one transaction since its establishment in 1993 [15]. In this study, we established the transaction rules for water markets by using the bulletin-board approach; this seems to be a more suitable approach for describing the operation system of the planned water markets in the Shiyang River Basin. Potential buyers and sellers make their offers simultaneously; each participant has no evidence of the marginal cost and the actual evaluation of others, but the participant’s decision can be influenced by other offers.
The comparison of the two systems has also garnered attention in recent decades. Many scholars have widely discussed the advantages and disadvantages of AS and MS [16,17], and others have also compared these systems directly. Matthew et al. [18] pointed out that water markets did not always function efficiently because the features of some water rights were not designed for market transactions, and in particular, the impact of hydrological uncertainty was not adequately considered. Calatrava et al. [1] showed that, compared to decentralized markets, centralized water markets lead to more efficient water resource allocation and utilization. However, such research requires more quantitative evidence.
In the context of water shortage, water saving is another important issue that has attracted people’s attention, especially in terms of water-saving techniques, costs, benefits, and quantities [19]. Berbel et al. [20] used cost-effectiveness analysis to rank and select policy measures for improving the ecological status of water bodies, based on the ratio between the equivalent annual cost and the reduction of impacts. Maeda et al. [21] presented a multi-objective optimization model for allocating irrigation water in a rice paddy cultivation area after considering appropriate water-saving practices and providing an optimal solution for the water allocation problem at the regional level. Thus, it is crucial to fully consider the impact of water-saving behaviors on water resource policies and optimal allocation.
Following previous studies [22], this study introduced a multi-agent and multi-objective optimization model based on a complex adaptive system to realize the administered allocation of water resources in the Shiyang River Basin and established a market-based water transaction model using the bulletin-board approach. The results of the market-based model were further compared with the output of the AS model. Furthermore, the influence of water-saving cost on optimal water allocation was also considered.

2. Case Study

2.1. Study Area

As one of the three inland river basins in the Gansu Corridor, the Shiyang River Basin covers an area of 41,160 km2, constituting 15.4% of the total area of inland river basins in Gansu Province (Figure 1). Mainly recharged by precipitation and meltwater in mountain areas, the runoff yield of the Shiyang River covers an area of 11,000 km2. In terms of administrative management, the river belongs to Wuwei City and Jinchang City. The former is an agriculture-based district, while the latter is nationally renowned for its production of non-ferrous metals.
In 2010, the total water supply of the Shiyang River Basin was 2522 million m3, consisting of 1744 million m3 (69.2%) of surface water, 766 million m3 (30.4%) of groundwater, and 12 million m3 (0.4%) from other sources, such as reused wastewater and rainfall utilization (Table 1). The total water consumption of the Shiyang River Basin was 2522 million m3, including 2172 million m3 (86.1%) in agriculture; 145 million m3 (5.7%) in industrial production; 69 million m3 (2.7%) in domestic use; 62 million m3 (2.5%) in ecological environment protection; 58 million m3 (2.3%) in forestry, animal husbandry, sideline production, and fishery; and 17 million m3 (0.7%) in urban public use (Table 2).

2.2. Data Sources

In this study, the multi-year (2007–2012) parameters and economic equations of all agents were collected or calculated based on the data from the Water Resource Bulletin and the Water Resource Planning Report of the Shiyang River Basin. Detailed socio-economic data, such as current water price, water-saving cost, water-saving efficiency, and purifying capacity of pollutants, were collected through field surveys in the Shiyang River Basin.

3. Model

3.1. Model Structure

Based on the complex adaptive system theory, a multi-agent and multi-objective optimization model was utilized to realize optimal water allocation in the basin [22]. Two types of users—government agent and water consumption agents—were conceptualized in the model (Table 3). The multi-agent model is used for describing the behaviors and goals of each individual, while the complex adaptive system theory is combined to visualize the information transfer and functional mechanism between the agents. Specifically, stakeholders in a basin, including multi-level governments and various departments within the government, are defined as one government agent at the basin level; it is also the water supply agent. The behaviors of this agent include investigating current population situations and forecasting future growth, making macro-economic policies, meeting ecological demands, distributing initial water rights through macro-control means, determining the water prices of different industries, improving water market regulations, and establishing ecological protection goals. Likewise, users from various industries in different administrative districts can be considered as water consumption agents, representing the demand side for water; this mechanism aims to maximize the economic benefits from the utilization of allocated initial water rights, water rights purchased through trade, and those saved through water-saving techniques. Due to the sheer contradiction between the two agents in terms of behaviors and objectives, there is obviously a game between multiple stakeholders, highlighting the necessity of optimizing water allocation at a basin level e.
This study’s model structure follows the principle of water demand management. Simultaneously, the concepts, definitions, calculation methods, and relevant symbols adopted in the research are also based on previous studies [22]. As production agents, users from primary and secondary industries are perceived as research targets, and their water consumption behaviors can be classified into four types: using water, buying water, selling water, and saving water.
(1) Using, buying, and selling water
The behavior objective of production agents is to maximize their economic benefits. The generation and selection of behaviors are determined by economic agent equations. The equation for production agents can be expressed as
F i ( x i ) = f i ( x i ) p ( x i , w i ) c ( x i , w i ) δ
where x i and w i are the water consumption quantity and the initial water rights of the ith agent, respectively. F i ( x i ) and f i ( x i ) are the total and production profits, respectively. p ( x i , w i ) is the water price cost based on water consumption quantity x i and initial water right w i . c ( x i , w i ) is the tax expenditure when buying or selling water resources. δ can be 0 or 1— δ = 0 when selling water and δ = 1 when buying water—meaning that taxes are paid by the buyers.
Assuming that the agents will sell their extra water rights or buy rights if there is a shortfall and that the price follows the principle of the ladder water price (Figure 2), the water price cost and taxes paid when buying water are
p ( x i , w i ) + c ( x i , w i ) δ = { 0 x i ( p 0 + t x ) d x p h ( w i x i ) , x i w i 0 w i ( p 0 + t x ) d x + p h ( x i w i ) + c ( x i w i ) , x i w i
where p 0 and t represent the basic price and the ladder coefficient in the water price ladder model, respectively. p h represents the transaction price in the water market.
By substituting Equation (2) into Equation (1), the water consumption quantity x ^ i in optimal production conditions can be calculated from Equation (3) as follows:
x ^ i = arg max { F i ( x i ) = f i ( x i ) p ( x i , w i ) c ( x i , w i ) δ ; x i 0 } f i ' ( x ^ i ) p ' ( x ^ i , w i ) c ' ( x ^ i , w i ) δ = 0
If the optimal water consumption quantity is smaller than the initial water rights allocation x ^ i w i , the selling quantity of the ith production agent is
D i = w i x ^ i
If the optimal water consumption quantity is larger than the initial allocation of water rights x ^ i w i , extra water should be purchased. Thus, agent behavior under the limited initial water rights allocation system depends entirely on the individual economic agent equation.
(2) Saving water
Under an effective water rights system, water consumption agents will take water-saving measures and develop water-saving techniques to reduce water costs or obtain additional profits by selling water when raised water prices increase their willingness to save water. Two aspects—the water-saving effect and the input cost—are considered as measures for the influence of water saving on the behavior of water consumption agents.
Let us suppose that the water-saving cost K i of each agent is related to water consumption quantity Q i . The cost function for water saving is
K i = E i ( Q i )
The efficiency coefficient of water saving is defined as a i ; a i varies depending on the agents in each industry. By substituting water-saving cost K i and coefficient a i into Equation (1), the formula becomes
F i ( y i ) = f i ( x i ) p ( y i , w i ) c ( y i , w i ) δ K i y i = ( 1 a i ) x i
It is assumed that the water consumption quantity y i = ( 1 a i ) x i after taking water-saving measures will produce the same benefits as the water consumption quantity x i before savings.
There are economic relationships between water saving, selling, and buying; this means that water consumption agents will make water-saving decisions based on an economic viewpoint. If the demand for water is larger than the initial water right, and the agent’s water-saving coefficient is a i , water resources a i x i will be saved if a water-saving strategy is adopted. However, if the water resource shortfall is compensated for by purchasing water entirely from the water trading market, a cost a i x i p h must be paid. The production agents will compare these two costs:
a i x i p h K i , saving   water a i x i p h < K i , buying   water

3.2. Water Rights Transaction Model

3.2.1. Administered System (AS)

The behavioral objective of the government agent is water resource allocation optimization in the whole basin, which will maximize economic, social, and environmental benefits in the meantime. In fact, AS is a top-down water rights transaction system in which information is open to all stakeholders, and each trader is regulated by the government and rational. This system includes several potential assumptions as follows:
(1)
The water price p h in the water market is fixed.
(2)
The trading process is conducted by the government; this means that the water seller first sells its extra water rights to the government at price p h , and then, the buyer purchases it at the same price with additional taxes from the government.
(3)
All information related to the trading process is completely transparent.
Generally, the quantity of available water rights for trading (S) in the water market is less than the total water demand of the buyers (T). Therefore, the optimization creates a maximization of gross benefits for all sellers instead of maximum profits for just one individual.
Optimal water allocation in a basin is a multi-objective optimization process based on the aforementioned three conditions, which can be described as follows:
F ( X ) = o p t { f 1 ( X ) , f 2 ( X ) , f 3 ( X ) }
where the functions f 1 ( X ) , f 2 ( X ) and f 3 ( X ) represent economic, social, and environmental benefits, respectively (see details in [22]).

3.2.2. Market-Based System (MS)

In MS, complete reasonable macro-control by the government ceases to exist, and free trade between water consumption agents becomes possible. Given that each buyer has different marginal benefits of water utilization, competition arises for the limited quantity of tradable water rights; thus, the buyer willing to pay the highest price is the first to obtain sufficient water rights. Therefore, the market water price is not fixed but determined by the buyers’ demand. Each buyer is, thus, required to propose an offer and make a deal according to its own situation. Correspondingly, other stakeholders can alter/change their offers and finalize a trade transaction that matches their desired quantity and price. This context is, thus, better suited to the rules of the bulletin-board approach.
Considering the scarcity of water resources, the water market is a sell-side marketplace. In such a situation, the model defines the rules for transaction as follows.
After collecting offers from all participants, the organizers of the trading transactions will make separate priority lists for buyers and sellers, where buyers with higher bids will achieve higher priority in terms of purchasing water rights, and sellers with lower bids will have higher priority in terms of water sale rights.
(1) For buyers
For the ith buyer, take the derivative of water consumption x i in its economic agent equation. When the first-order differential equation equals zero, the economic benefit of the ith agent is maximized, which is provided by
F i ' ( x i ) = f i ' ( x i ) p ' ( x i , w i ) c ' ( x i , w i ) δ = 0
By substituting Equation (2) into Equation (9), the formula becomes
f i ' ( x ^ i ) c p = 0
By defining the bid price of the ith agent as p b i and introducing the water rights purchased in the market b i = x ^ i w i into Equation (10), the formula becomes
p b i = f i ' ( b i + w i ) c
When b i = 0 , the critical bid price p b i c can be calculated. Therefore, the interval of the buyer’s quotation is (0, p b i c ), and correspondingly, the interval of the water rights purchased is ( b i c ,0). b i c is defined as the purchased water rights when bid price equals 0.
In this way, the quotations of all buyers in the water market can be listed in Table 4.
(2) For sellers
Similarly, priorities, tradable water rights, and selling price can also be calculated using economic agent equations. The seller with the highest priority will be the first to make deals with the buyers in the appropriate order (bid from highest to lowest) until all buyers’ demands are met or until the seller sells all tradable water rights and reaches the optimum. In this way, trade continues sequentially according to the sellers’ priority, following the same pattern.
Before the ith buyer participates in the trade, the remaining quantity of water rights of the jth seller is w j , i 1 , and the benefit obtained after the deals with all previous i − 1 buyers is S j , i 1 . When the ith buyer proposes the bid price p b i , the economic agent equation of the jth seller becomes
F ( x j ) = f ( x j ) 0 x j ( p 0 + t x ) d x + p b i ( w j , i 1 x j ) + S j , i 1
The trading rules are as follows:
(1)
After the derivation of Equation (12), if the optimum water consumption exceeds the quantity of remaining initial water rights, which is x ^ j w j , i 1 , the trade will stop.
(2)
If x ^ j < w j , i 1 , the jth seller can provide the ith buyer with water rights amounting to no more than z i = w j , i 1 x ^ i under the circumstance that,
(2a)
if z i < g i ( p b i ) , the seller can only provide the ith buyer with water rights equaling z i , and trade will stop;
(2b)
if z i g i ( p b i ) , the seller can satisfy all demands of the ith buyer, which is g i ( p b i ) .
(3)
In circumstance (2b), after completing a full trade transaction with the ith buyer, the remaining initial water rights of the jth seller are provided by w j , i = w j , i 1 g i ( p b i ) , and the total benefit of selling water is represented as S j , i = S j , i 1 + p b i × g i ( p b i ) . Now, update Equation (12) and go to rule (1) to check if trade can be conducted with the i + 1th buyer. If it can be conducted, continue trade until it stops.
(4)
Calculate the total benefits for all agents after all trade transactions have been completed.
In this case, the water allocation objective of the basin is no longer the maximization of gross benefits for all agents in the system; rather, it is the outcome of competitive trade among all water users in the free water market.

3.3. Model Solution

The numerical processes for the two models can be calculated using the software MATLAB. By substituting known conditions, including water resource parameters, economic agent equations for each agent (fitted by using actual data from 2007 to 2012), pollutant emission equations, and economic social parameters, into the model, optimization calculations for multivariable high equations for multiple objectives can be realized with the help of genetic algorithms [23], thus, obtaining the industrial water price, the water consumption of each agent, the number of water rights traded, and the economic outcome under the two systems.

4. Results

Using the base year 2010, the water supply of and the water demand for the Shiyang River Basin in 2020 were forecasted and analyzed to facilitate optimal allocation planning. The optimization results obtained by using the two water rights trade models were also compared to facilitate further discussions.

4.1. Water Supply Forecast

The available water supply includes surface water, groundwater, and water supply from other sources. The available surface water supply is derived from water storage, diversion, lifting, and inter-basin transfer projects. The groundwater supply is mainly derived from water lifting projects, such as electro-mechanical wells. Other sources of water supply include wastewater re-usage and rainfall utilization.
According to the Water Resources Development Planning of the Shiyang River Basin, there will be no additional surface water supply projects, such as water storage and water lifting, in the next decade. Therefore, in accordance with the historical water supply curve, the exponential smoothing method has been adopted to predict that the surface water supply will be 1.77 billion m3 in 2020. As the utilization rate of canal water in the irrigation area increases, the recharge amount of water infiltration will correspondingly decrease, and the total supply of groundwater will become relatively small. The groundwater supply volume is predicted to reach 570 million m3 in 2020. According to the policy requirements of Jinchang City, the sewage treatment rate should reach 60% on average, and the amount of reused sewage treatment is likely to increase to 65 million m3 in 2020. The amount of available rainwater is roughly estimated to reach 12 million m3 in 2020 (Table 5).

4.2. Water Demand Forecast

The norm method and analytic hierarchy process were adopted to predict the water demand (Table 6) and initial water rights allocation (Table 7) for each industry in 2020 [22].
Domestic water demand was divided into urban water demand and rural water demand. The population was predicted by using the exponential smoothing method and then multiplied by the water quota. The estimated agricultural water needs included farmland irrigation and water needs for forestry, animal husbandry, fishing, and livestock. Three different types of irrigation were considered, namely canal irrigation, well irrigation, and combined well and canal irrigation. The water demands of forestry, animal husbandry, fishing, and livestock included two items: irrigation of forest fruit fields and water for livestock. The predictions for agricultural water demand were required to consider these four factors: (1) variations in the irrigation area, (2) irrigation regulations, (3) crop composition and irrigation norms, and (4) canal water utilization efficiency.
Q a t = W n t A t / η t
where Q a t is the gross irrigation quota in planning year t, and W n t , A t , and η t represent the net irrigation quota, irrigation area, and the utilization coefficient of canal water, respectively.
The industrial water demand forecast was based on historical industrial water consumption, the Key Management Plan Report of the Shiyang River Basin, and the research results of Industry Water Quota in Gansu Province.
The water demand of the construction industry was predicted by using the exponential smoothing method in accordance with Industry Water Quota in Gansu Province and the growth curve of the actual water quota for construction industries in the Shiyang River Basin.
Water demand in the tertiary industries was predicted according to trends in economic development and water consumption per unit of output value.
The ecological water demand forecast was calculated based on the forest-grass irrigation area, irrigation quota, and utilization coefficient of irrigation water.

4.3. Water Allocation Results for 2020

4.3.1. Under the Administered System

In 2020, the amount of water saved for agriculture in Wuwei is expected to reach 823 million m3, while the figure for Jinchang is 356 million m3, with corresponding investment amounts of up to 1632.8 and 317.8 million yuan (a total of USD 46.91 million; USD 1 is roughly equal to 6.77 yuan), respectively [24]. The impact of variations in water prices and water-saving behaviors on water rights trade is undoubtedly non-negligible; this impact should be measured by introducing the water-saving amount and cost coefficient into the model. Because it was the dominant water-saving measure in Wuwei and Jinchang, only agricultural water saving was considered for calculations in the model (Table 8). To determine the water-saving cost coefficient k for the two cities, the relationship of water-saving cost K i and water-saving amount Q i was simplified linearly with a slope of k i as follows:
K i = k i Q i
Table 9, Table 10 and Table 11 show the optimized water price and corresponding industrial benefits in 2020; these factors reveal that the key influential factor is transaction price and not the industrial water price. A relatively low transaction price (0.793 yuan/m3 in 2020) is necessary to achieve the optimal social benefit of the entire basin and increase the profits of the corresponding agents (Table 9 and Table 10). For this transaction, the sellers are two agents from Jinchang, while the buyers are two agents from Wuwei, who both succeeded in obtaining water rights in the market (compare data in the second and fourth rows of Table 11). Simultaneously, Wuwei and Jinchang will not need to save as much water as possible, as both cities show strong capacities to cut down on cost and save water; this enables them to satisfy the water demand of the whole basin without reaching their full water-saving capacities (Table 11).
In addition, cost accounting was utilized to analyze whether each agent took real action to save water in the trading process. Under the condition that the water demand of the ith consumption agent x i is less than its initial water rights w i , the water use cost before saving water is 0 x i ( p 0 + t i x ) d x , where t i is the slope of ladder water prices for the ith agent. With effective water-saving behaviors, a volume equaling a i x i ( α i is the water-saving coefficient) is saved, which decreases the cost to 0 ( 1 - α i ) x i ( p 0 + t i x ) d x α i x i p h + E i ( α i x i ) . The system reaches its critical state when the values of the two costs are equal. As the linear function is used to depict the water-saving cost (Equation (14)), if the slope of ladder water prices t i is omitted, the equation under critical state can be simplified as
p h + p 0 = k i
where p h is the transaction price, p 0 is the basic industrial water price for the ith agent, and k i is the water-saving coefficient of the ith agent.
When the transaction price p h > k i p i , p i represents the optimized water price of the ith agent in the administrated model, while p h is fixed in the water market. The agent is likely to demonstrate water-saving behavior until the full capacity of water saving is reached. Otherwise, the agent will reach the opposite conclusion, as more profits can be obtained through water rights trade than through water saving. When Equation (14) holds, the amount of water that should be saved is determined by the comprehensive optimization objective (Table 12).
Figure 3 illustrates how transaction price p h influences the water-saving behavior of each agent under the condition of fixed industrial water price. When p h = 1.5 ,
p h < k i p i = 1.784
In this situation, Wuwei’s agricultural industry does not need to save water. However, for Jinchang, transaction price p h exceeds its critical value, which will make the water quantity saved by agents reach its maximum amount of 355.6 million m3 (6th row in Table 11).
Moreover, it is noteworthy that when the transaction price increases, the social benefit coefficient r decreases; this is attributed to the unreasonable utilization of water resources (Figure 3). The transaction price parameter should, thus, be reduced to resolve the problem of supply exceeding demand.

4.3.2. Under the Market-Based System

The trading procedures of the MS model are as follows:
(1)
The total water supply, water demand, and water price for each industry, initial water rights, and economic agent equations are the same as those under AS.
(2)
Based on the economic agent equation of each industry, the optimal water consumption of each agent is calculated while considering the current water price. An agent whose optimal water consumption is less than its initial water rights is considered a seller. Thus, the surplus water resources for selling constitute the total water supply in the market, which will be purchased by the buyers whose optimal water consumption has not yet been satisfied.
(3)
In a certain period, there are M sellers and N buyers in the market. Calculate the upper limit of the critical bid quotation and the corresponding water demand of each buyer.
(4)
Rank the buyers’ quotations from high to low and the sellers’ quotations from low to high, thus, determining their prioritization. Check whether there are any role changes for the agents (for example, from buyer to seller).
(5)
On the basis of each buyer’s quotation, compare the buyer’s water-saving cost with the cost of buying water, while simultaneously comparing each seller’s water-saving cost with the potential benefit of selling water. If more profit can be gained through saving water, the agent will participate in water-saving behavior. Otherwise, the agent will choose to directly trade with other agents in the market.
(6)
Taking all current quotations into account, trade transactions should be conducted until the entire water supply is sold out or the water demands of all the buyers are satisfied. Next, calculate the purchasing price, purchasing amount, actual water consumption, and corresponding economic benefit for each agent.
Substitute all relevant parameters for the Shiyang River Basin into MS and define the termination as “all buyers’ water demands have been met” or “all sellers’ tradable water rights have been sold.” Accounting for the use of agricultural water-saving techniques, calculate the ultimate water consumption amount and corresponding benefit for each industry in the planning year by using the bulletin-board trading mechanism.
Table 13 shows the maximum purchasing amount for each buyer and its maximum affordable purchasing quotation. From high to low, the quotation ranks are as follows: Wuwei-Industry, Wuwei-Agriculture, and Jinchang-Agriculture. However, Jinchang-Industry rarely needs to purchase water rights from the market. The allocation results for MS under different sets of purchasing quotations can be calculated and compared with the corresponding results for AS to further analyze the differences between the two systems in terms of water allocation.
Table 14 displays the optimal allocation results for different sets of purchasing quotations. Define the benefit ratio of AS as 100% and calculate the ratio of the gross economic benefit under MS to that of AS. For instance, a quotation set for the four agents is [1.5, 2, seller, seller]; this means that Wuwei-Agriculture and Wuwei-Industry are planning to purchase water rights at the price of 1.5 yuan/m3 and 2 yuan/m3, respectively, but Jinchang-Agriculture and Jinchang-Industry are selling their surplus water rights. According to trading procedure nos. (2) and (4)–(6), with the highest transaction price of 2 yuan/m3, Wuwei-Agriculture is prone to agricultural water-saving behavior, as the transaction price is higher than the critical water-saving price. In this situation, Wuwei-Agriculture, whose maximum water-saving reaches 823 million m3, is converted from the buyer to the seller and becomes the first agent to trade with Wuwei-Industry in accordance with trading procedure no. (5). This result reveals that the water demand of Wuwei Industry, whose maximum purchasing amount is 284 million m3, can be fully satisfied by Wuwei-Agriculture; thus, the two agents can finalize the trade transaction with an amount of 281.8 million m3. Jinchang-Agriculture and Jinchang-Industry will no longer participate in the trade, and their water consumption will be determined by the economic agent equations in accordance with the limits of the initial water rights. Now, the potential tradable water rights exceed the water demand in the market; thus, the water resources in the basin are not fully utilized and hold a benefit ratio of 99.7%. The corresponding optimal gross economic benefit will be 48,303 million yuan (less than the figure obtained under AS), which is 48,439.5 million yuan.
When the quotation set is [0.7, 0.793, seller, seller], according to Equation (14), only Jinchang-Agriculture shows the tendency to save water, with the maximum amount reaching 356 million m3. The tradable water rights of Jinchang-Agriculture and Jinchang-Industry are 89.4 and 53.4 million m3, respectively; both are purchased by Wuwei-Industry, with none left for Wuwei-Agriculture. The benefit ratio under this condition is 99%, with a total economic benefit of 47,971.4 million yuan, which is still less than that obtained under AS.
The results above demonstrate that, as the basis of the decision to save water and participate in trade, the highest bid in the quotation set has a dominant influence over how the trade is conducted. This case includes an occasion where the benefit ratio improves with the increase in transaction price; this results from the use of cost-benefit accounting in agricultural water-saving. Only when the quotation is higher than the critical value does the agent become stimulated to adopt water-saving behavior to save as much water as possible and to introduce surplus water rights into the market.
Note that the economic benefits of MS are lower than that of AS because the water prices of industries in AS are obtained through optimization calculation to reap economic, social, and environmental benefits (Table 10). In MS, the water prices of industries cannot be obtained through optimization calculation. Moreover, it cannot use the 2010 initial water prices; it can only use the predicted industry water price for 2020. Wuwei’s predicted agricultural water price is 0.28 yuan/m3, which is higher than that of AS in the model optimization numerical (0.207 yuan/m3). Thus, the water fee increases, while economic benefits decrease. The total benefit value is also smaller than the result in the AS model. For example, when the predicted water price is reduced in 2020, the agricultural water price in Wuwei is reduced to 0.22 yuan/m3. Recalculation shows that the benefit value of MS exceeds that of AS. This result is due to the introduction of water-saving technology, which is similar to the emergence of additional water resource supplies. If water-saving measures are not introduced, and trading is conducted on the basis of existing total water resources, the benefit value of MS will not exceed that of AS.

5. Discussion and Conclusions

Based on previous studies, this study further explored the optimal allocation of regional water resources. Because they are centered on ideal economic agent equations, this study assumed that the behaviors of water use agents will only comply with the objective of achieving maximum economic benefit; therefore, the influence of market variation, environmental controls, development strategy, and so on were excluded. Additionally, the study demonstrates the important role of water-saving techniques and cost in water allocation; thus, a high transaction price in the market is considered as the incentive for agents to adopt water-saving behaviors.
The allocation results for both AS and MS were calculated and discussed. The AS model conceptually focuses on a top-down comprehensive transparent control facilitated by the government and builds an entirely ideal environment for conducting water rights transactions without the impacts of competition and game. However, for the MS model, which is better suited to real-world trade scenarios, the study introduced a bulletin-board approach to facilitate the calculation of allocation plans under different sets of quotations. In MS, as a basis for judging a given agent’s tendency to save water and participate in the trade transactions, the highest bid in the quotation set wields dominant influence over how the trade is conducted. The higher the transaction price is, the better the benefit ratio of MS will be. Therefore, a relatively low transaction price will result in inactivity in terms of water rights trade, and this will have a significant impact on the economic benefit of the basin.
With many influential factors and complex structures, the regional water resource management system is still underdeveloped and needs to be improved so that appropriate trading rules can be formulated in the water rights transaction market. Therefore, the discussion of the following questions in future research is of great scientific value:
(1)
The oversimplification of water agents is a problem in this area. For example, all agricultural industries were assumed to have the same marginal value for water; however, different industries tend to have different values, and some even have negative marginal benefits. To determine the accuracy of the results, it is necessary to focus on the problem of how to choose and decide typical industry needs. In this study, we considered only one agricultural agent for convenience reasons.
(2)
It is important for future research to analyze the influence of different policies and trading systems on trading results to elevate the results of the selected model to the level of macroscopic operability and suggestion.
(3)
This study considered only agricultural water-saving techniques, but wider attention should be paid to the influence of industrial and domestic water-saving behaviors on the transaction price and amount in the market.
(4)
The benefit ratio in this study was defined by using economic benefits; thus, it may not reflect the allocation efficiency of water trading systems precisely. Methods to comprehensively evaluate the working effect of water allocation still require more exploration. An evaluation mechanism for assessing the comprehensive utilization efficiency of water resources based on a basin scale should be established in the future.

Author Contributions

Y.H. and Y.Z. conceived and designed the model; L.W., J.W., and H.L. performed the model testing; J.Z., Y.Z., Q.W., and S.J. contributed to data collection; and L.W. wrote the paper.

Funding

This work was funded by the National Key Research and Development Program of China (Grant Nos. 2016YFC0401407, 2016YFC0401306), the National Natural Science Foundation of China (Grant No. 71503265), and the International Science and Technology Cooperation Program of China (Grant No. 2016YFE0102400).

Acknowledgments

Thanks to Shiyang River Basin water resources bureau for offering data. We are very gratefull to the editor and anonymous reviewers.

Conflicts of Interest

The authors declare no conflict of interest.

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Figure 1. The study area.
Figure 1. The study area.
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Figure 2. Water price ladder model.
Figure 2. Water price ladder model.
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Figure 3. Relationship between water transaction price and water-saving amount of each agent in 2020.
Figure 3. Relationship between water transaction price and water-saving amount of each agent in 2020.
Water 11 00577 g003
Table 1. Actual water supply in the Shiyang River Basin in 2010 (million m3).
Table 1. Actual water supply in the Shiyang River Basin in 2010 (million m3).
CitySurface Water SupplyGroundwater SupplyOtherTotal
StorageDiversionLiftingInter-Basin TransferSumWaste ReuseRainfallSum
Jinchang44926 0 40 515 102 3 03 641
Wuwei803 303 2 121 1229 664 2 79 1922
Total1252 329 2 161 1744 766 5 712 2522
Table 2. Actual water consumption in the Shiyang River Basin in 2010 (million m3).
Table 2. Actual water consumption in the Shiyang River Basin in 2010 (million m3).
CityAgricultureFASFIndustryPublicDomesticEcologicalTotal
Jinchang488268861714640
Wuwei168332781148691882
Total2171581661765832522
Note: FASF represents forestry, animal husbandry, sideline production, and fishery.
Table 3. Summary of the main agents in the Shiyang River Basin.
Table 3. Summary of the main agents in the Shiyang River Basin.
Water SupplyRiver Basin Government Agent
Water consumptionPrimary industry of Wuwei CityA1
Secondary industry of Wuwei CityA2
Tertiary industry of Wuwei CityA3
Primary industry of Jinchang CityB1
Secondary industry of Jinchang CityB2
Tertiary industry of Jinchang CityB3
Note: A1, A2, A3, B1, B2, and B3 are references adopted for water consumption agents.
Table 4. Quotations of all buyers in the water market.
Table 4. Quotations of all buyers in the water market.
PriorityBid PriceAmount Purchased
Buyer 1 p 1 b 1 = g 1 ( p 1 )
2 p 2 b 2 = g 2 ( p 2 )
3 p 3 b 3 = g 3 ( p 3 )
Note: p 1 p 2 p 3 ; b i = g i ( p b i ) is the inverse function of Equation (11).
Table 5. Total forecasted water supply of the Shiyang River Basin in 2020 (million m3).
Table 5. Total forecasted water supply of the Shiyang River Basin in 2020 (million m3).
Planning YearSurface SupplyGround SupplyWaste ReuseRainfallTotal Supply
2020177057065122417
Table 6. Forecasted water demand for the Shiyang River Basin in 2020 (million m3).
Table 6. Forecasted water demand for the Shiyang River Basin in 2020 (million m3).
Planning YearDomestic ProductionEcological Total
AgricultureIndustryConstructionTertiary
202086.981944.65271.782.2310.18150.482466.30
Table 7. Forecasted initial water rights allocation for the primary and secondary industries of the Shiyang River Basin in 2020 (million m3).
Table 7. Forecasted initial water rights allocation for the primary and secondary industries of the Shiyang River Basin in 2020 (million m3).
YearTotal AmountInitial Water Rights
W-AgricultureW-IndustryJ-AgricultureJ-Industry
20202169.6 1462.8 125.2 438.9 142.7
Percentage0.674 0.058 0.202 0.066
Note: W and J represent Wuwei city and Jinchang city, respectively. Water demand for the tertiary industry was previously satisfied and did not involve initial water rights allocation.
Table 8. Expected water-saving costs and amounts for Wuwei and Jinchang in 2020.
Table 8. Expected water-saving costs and amounts for Wuwei and Jinchang in 2020.
CityWater-Saving Amount (million m3)Agricultural Water-Saving Cost (million yuan)Cost Coefficient k
AgricultureIndustryDomestic UseC and T IndustryTotal
Wuwei823.113.72.63.0842.41632.81.984
Jinchang355.692.10.61.8450.1317.80.893
Note: “C&T industry” refers to the construction and tertiary industry.
Table 9. Actual water price for base year 2010.
Table 9. Actual water price for base year 2010.
Water PriceWuwei-AgricultureWuwei-IndustryJinchang-AgricultureJinchang-IndustryDomestic Use & Tertiary Industry
yuan/m3 p 1 = 0.2 p 2 = 3 p 3 = 0.1 p 4 = 0.67 p 0 = 2.2
Table 10. Optimized water price for planning year 2020.
Table 10. Optimized water price for planning year 2020.
YearWater PriceWuwei-AgricultureWuwei-IndustryJinchang-AgricultureJinchang-IndustryWater MarketTaxSocial Benefit
2020yuan/m3 p 1 = 0.207 p 2 = 3, t 2 = 0.2 p 3 = 0.1 p 4 = 0.67, t 4 = 0.1 p h = 0.793 c = 0.06 r = 1.0003
Table 11. Optimized water consumption and benefits for planning year 2020 (million m3).
Table 11. Optimized water consumption and benefits for planning year 2020 (million m3).
2020Wuwei-AgricultureWuwei-IndustryJinchang-AgricultureJinchang-IndustryTotal Water ConsumptionSocial Benefit
Initial water rights1462.8125.2438.9142.52169.4R = 1.0003
Percentage0.6740.0580.2020.0661
Actual Consumption1468.4260.8349.790.52169.4
Percentage0.6770.1200.1610.0421
Maximum water-saving amount823.10355.60
Actual water-saving amount00840
Percentage of water-saving0023.61%0
Optimized benefits (million yuan)486722,893774.119,905.448,439.5
Table 12. Relationship between critical water transaction price and water-saving cost coefficient in 2020.
Table 12. Relationship between critical water transaction price and water-saving cost coefficient in 2020.
YearWater PriceWuwei-AgricultureWater-Saving CoefficientCritical PriceJinchang-AgricultureWater-Saving CoefficientCritical Price
2020yuan/m3 p 1 = 0.2 k 1 = 1.984 p h = 1.784 p 3 = 0.1 k 3 = 0.893 p h = 0.793
Table 13. Range of quotations and purchasing amounts of each agent in 2020.
Table 13. Range of quotations and purchasing amounts of each agent in 2020.
Agent Range   of   Transaction   Prices   p h   ( yuan / m 3 ) Critical Water Prices (yuan/m3)Range of Purchasing Amounts b (million m3)
Wuwei-Agriculture(0, 1.784]1.784[0, 307)
(1.784, +∞)0
Wuwei-Industry(0, 197.97] [0, 284)
Jinchang-Agriculture(0, 0.793]0.793[0, 84.8)
(0.793, +∞)0
Jinchang-Industry0 0
Note: There is an inverse relationship between the transaction price p h and the purchasing amount b; as p h increases, b decreases.
Table 14. Comparison of the results obtained from the two systems in 2020 (million m3, yuan/m3, million yuan).
Table 14. Comparison of the results obtained from the two systems in 2020 (million m3, yuan/m3, million yuan).
Model2020Wuwei-AgricultureWuwei-IndustryJinchang-AgricultureJinchang-IndustryTotalBenefit Ratio
ASInitial water rights1462.8125.2438.9142.52169.4100%
Actual consumption1468.4260.8349.790.52169.4
Water-saving amount0084.00
Rolebuyerbuyersellerseller
Transaction price0.7930.7930.7930.793
Optimal benefit4867.022,893.0774.119,905.448,439.5
MSPurchasing quotation0.70.793sellerseller 99.0%
Purchasing amount0142.7−89.4−53.4
Actual consumption1462.8267.9349.589.22169.4
Water-saving amount0089.40
Optimal benefit4387.522,986.7774.119,823.147,971.4
Purchasing quotation1.52sellerseller 99.7%
Purchasing amount−281.8281.800
Actual consumption1181.0406.9438.990.52117.3
Water-saving amount281.8000
Optimal benefit4477.923,185.4822.719,817.048,303.0
Note: AS represents administered system, and MS represents market-based system; Negative purchasing amount implies the sale of water rights.

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MDPI and ACS Style

Wang, L.; Zhao, Y.; Huang, Y.; Wang, J.; Li, H.; Zhai, J.; Zhu, Y.; Wang, Q.; Jiang, S. Optimal Water Allocation Based on Water Rights Transaction Models with Administered and Market-Based Systems: A Case Study of Shiyang River Basin, China. Water 2019, 11, 577. https://doi.org/10.3390/w11030577

AMA Style

Wang L, Zhao Y, Huang Y, Wang J, Li H, Zhai J, Zhu Y, Wang Q, Jiang S. Optimal Water Allocation Based on Water Rights Transaction Models with Administered and Market-Based Systems: A Case Study of Shiyang River Basin, China. Water. 2019; 11(3):577. https://doi.org/10.3390/w11030577

Chicago/Turabian Style

Wang, Lizhen, Yong Zhao, Yuefei Huang, Jianhua Wang, Haihong Li, Jiaqi Zhai, Yongnan Zhu, Qingming Wang, and Shan Jiang. 2019. "Optimal Water Allocation Based on Water Rights Transaction Models with Administered and Market-Based Systems: A Case Study of Shiyang River Basin, China" Water 11, no. 3: 577. https://doi.org/10.3390/w11030577

APA Style

Wang, L., Zhao, Y., Huang, Y., Wang, J., Li, H., Zhai, J., Zhu, Y., Wang, Q., & Jiang, S. (2019). Optimal Water Allocation Based on Water Rights Transaction Models with Administered and Market-Based Systems: A Case Study of Shiyang River Basin, China. Water, 11(3), 577. https://doi.org/10.3390/w11030577

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