# An Integrated Model for Simulating Regional Water Resources Based on Total Evapotranspiration Control Approach

Authors: Jianhua Wang; Xuefeng Sang; Zhengli Zhai; Yang Liu; Zuhao Zhou
Journal: Advances in Meteorology
 (2014)

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## Abstract

Total evapotranspiration and water consumption (ET) control is considered an efficient method for water management. In this study, we developed a water allocation and simulation (WAS) model, which can simulate the water cycle and output different ET values for natural and artificial water use, such as crop evapotranspiration, grass evapotranspiration, forest evapotranspiration, living water consumption, and industry water consumption. In the calibration and validation periods, a “piece-by-piece” approach was used to evaluate the model from runoff to ET data, including the remote sensing ET data and regional measured ET data, which differ from the data from the traditional hydrology method. We applied the model to Tianjin City, China. The Nash-Sutcliffe efficiency (Ens) of the runoff simulation was 0.82, and its regression coefficientR
2 was 0.92. The Nash-Sutcliffe Efficiency (Ens) of regional total ET simulation was 0.93, and its regression coefficient R
2 was 0.98. These results demonstrate that ET of irrigation lands is the dominant part, which accounts for 53% of the total ET. The latter is also a priority in ET control for water management.


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## Body

## 1. Introduction

Water resources are becoming increasingly interconnected with social, economic, environmental, and political issues at national, regional, and even international levels [1]. A hydrological cycle study usually takes into account precipitation, surface runoff, rivers, and groundwater, but it should now also incorporate four components of the human water cycle: uptake of water, transportation of water, use of water, and drainage and regress. Thus, recent hydrological cycles have the characteristics of both a natural process and a human intervention [2].In general, hydrological models can be classified into lumped models and distributed models, which are also called data-driven models and mechanistic models [3]. Lumped models, such as linear time series models, nonlinear time series analysis [4–6], and regression models [7], can be used for various purposes, such as forecasting and modelling rainfall runoff and estimation of missing hydrological data. In past decades, distributed hydrological models, for example, the SWAT model [8], TOPMODEL [9], MODFLOW [10], FEFLOW [11], MIKE-SHE model [12], SVM model [13], HSPF model [14], and VIC model [15], have been developed and widely used for water planning and management.Nonetheless, a pragmatic model should include not only natural factors such as plants, soil, and climate but also water use in society and in the economy [16]. The above-mentioned specialized hydrological models used for water management have limitations in regions affected by human activities. It is known that the remote sensing (RS) technique can objectively quantify different types of evapotranspiration (ET) as a function of time [17]. In this work, we developed the water allocation and simulation (WAS) model to simulate different types of natural ET and various types of artificial water consumption; a “piece-by-piece” approach was utilised to evaluate the model from runoff to ET.


## 2. The WAS Model

The WAS model can simulate dually natural-artificial water cycles influenced by both nature and humans. It consists of two interoperative computational modules: SWAT and the artificial water optimized allocation module (AWOM), which was developed in this study. In particular, AWOM, which can implement optimization of regional water utilization by regional ET control, is the core for regional water resource management. SWAT provides basal data to AWOM. Synchronously, the SWAT and AWOM are the key to ET control of a region because regional ET includes not only natural ET such as ET of soil, grass, crops, and water (which can be obtained from SWAT and verified with data from RS) but also artificial ET-like consumptive use (ET) by residential buildings and by the industry, which can be provided by AWOM. Total regional ET can be verified using the water balance method and simulated using the WAS model, which is shown in Figure1. Figure 1 shows the general architecture and state information flows of the WAS model, and Figure 2 illustrates the overall cyclic flow of this model.Figure 1
The structure of the WAS model (RS ET is ET data retrieval with remote sensing).Figure 2
The flow chart of the WAS model.


### 2.1. Development of the SWAT Model

SWAT was initially developed by the United States Department of Agriculture for comprehensive modelling of the impact of management practices on water yield, sediment yield, and crop growth in large complex watersheds [8]. There are some disadvantages of SWAT. One example is that its artificial water simulation is limited and the scenarios are set passively; therefore, it cannot actively resolve conflicting water allocation options using data from social, economic, environmental, and water resources. In our study, some functions of SWAT were developed to incorporate the impact of human activities as follows. (1) We improved the agriculture module by adding an irrigation function that can locate more water sources for irrigation water within the same time frame. (2) We developed the consumptive water use module, which may be adapted to spatial and temporal variability of water use in different years; these data have been published previously [18].


### 2.2. Development of AWOM

Allowing for natural and artificial “dualistic” characteristics of a hydrological cycle, AWOM that is based on the ET control theory has been utilised in this work to simulate the artificial water cycle.


#### 2.2.1. Description of the Water System Methodology

A water system methodology for the regional water resources is used here to describe an actual water system in AWOM, which includes five components (Figure3): (a) multiple water sources, such as surface water, ground water, transfer water, recycled water, and desalination and brackish water; (b) multiple storage facilities, such as reservoirs, diversion works, well projects, lakes, and marshes; (c) multiple transfer systems, such as natural rivers, artificial channels, and the pipe network; (d) multiple users, including city residents, rural residents, industry, agriculture, ecology, and shipping; and (e) multiple drainage systems, including rivers, rainwater channels, and sewage channels.Figure 3
Description of the water system in AWOM.


#### 2.2.2. Generalized Methodology of the Water System

Because of the complexity of the real-world system of water resources, we need to abstract the main characteristics and processes of a real water resource system according to an actual situation in the region. According to the similarity principle, the regional system of water resources is usually generalized as point elements and line elements to describe generalized water resources (Table1).Table 1
Generalized elements of the system of water resources in AWOM.
Elements
Class
The representative system
Points
Supply
Reservoir, diversion works, well project, lakes, and marshes
Water use
City residents, rural residents, industry, agriculture, urban ecology, lake ecology, and wetland ecology
Convergence
Catchment zones and outflow, such as an ocean or a lake
Water control
Key section of a river or channel
Lines
River
Natural rivers
Channel
Artificial channels


#### 2.2.3. The Delineation Method for Subzones

A study area may be divided into water allocation units (WAUs). WAUs are portions of a subbasin that possess unique subwatersheds or attributes of administrative divisions. The delineation process requires a digital map of subwatersheds and a map of administrative divisions in the shape (PolyLine) format. WAUs should be delineated via superimposition of the two above-mentioned maps in ArcGIS software (Figure4).Figure 4
Delineation of water allocation units.


#### 2.2.4. The Relationship between Data from AWOM and SWAT

The holistic approach can objectively and clearly demonstrate the amount of allocation and drainage of water and show where it comes from and where it goes. In particular, AWOM is suitable for optimisation of the profit from water resources according to water availability per capita and a higher value of use considering regional ET control, groundwater exploitation control, among other factors that can improve development of water resources and of the regional economy. In fact, some input data for AWOM, such as runoff, groundwater, and water of sluice facilities, are as important as the output data on water resources demanded by users. In this study, water source data are provided as output of SWAT. Homoplastically, output variables of AWOM for a study region (which reflect the artificial consumptive water process) can be spatially and temporally assimilated into SWAT and used for calculations.


## 2.1. Development of the SWAT Model

SWAT was initially developed by the United States Department of Agriculture for comprehensive modelling of the impact of management practices on water yield, sediment yield, and crop growth in large complex watersheds [8]. There are some disadvantages of SWAT. One example is that its artificial water simulation is limited and the scenarios are set passively; therefore, it cannot actively resolve conflicting water allocation options using data from social, economic, environmental, and water resources. In our study, some functions of SWAT were developed to incorporate the impact of human activities as follows. (1) We improved the agriculture module by adding an irrigation function that can locate more water sources for irrigation water within the same time frame. (2) We developed the consumptive water use module, which may be adapted to spatial and temporal variability of water use in different years; these data have been published previously [18].


## 2.2. Development of AWOM

Allowing for natural and artificial “dualistic” characteristics of a hydrological cycle, AWOM that is based on the ET control theory has been utilised in this work to simulate the artificial water cycle.


### 2.2.1. Description of the Water System Methodology

A water system methodology for the regional water resources is used here to describe an actual water system in AWOM, which includes five components (Figure3): (a) multiple water sources, such as surface water, ground water, transfer water, recycled water, and desalination and brackish water; (b) multiple storage facilities, such as reservoirs, diversion works, well projects, lakes, and marshes; (c) multiple transfer systems, such as natural rivers, artificial channels, and the pipe network; (d) multiple users, including city residents, rural residents, industry, agriculture, ecology, and shipping; and (e) multiple drainage systems, including rivers, rainwater channels, and sewage channels.Figure 3
Description of the water system in AWOM.


### 2.2.2. Generalized Methodology of the Water System

Because of the complexity of the real-world system of water resources, we need to abstract the main characteristics and processes of a real water resource system according to an actual situation in the region. According to the similarity principle, the regional system of water resources is usually generalized as point elements and line elements to describe generalized water resources (Table1).Table 1
Generalized elements of the system of water resources in AWOM.
Elements
Class
The representative system
Points
Supply
Reservoir, diversion works, well project, lakes, and marshes
Water use
City residents, rural residents, industry, agriculture, urban ecology, lake ecology, and wetland ecology
Convergence
Catchment zones and outflow, such as an ocean or a lake
Water control
Key section of a river or channel
Lines
River
Natural rivers
Channel
Artificial channels


### 2.2.3. The Delineation Method for Subzones

A study area may be divided into water allocation units (WAUs). WAUs are portions of a subbasin that possess unique subwatersheds or attributes of administrative divisions. The delineation process requires a digital map of subwatersheds and a map of administrative divisions in the shape (PolyLine) format. WAUs should be delineated via superimposition of the two above-mentioned maps in ArcGIS software (Figure4).Figure 4
Delineation of water allocation units.


### 2.2.4. The Relationship between Data from AWOM and SWAT

The holistic approach can objectively and clearly demonstrate the amount of allocation and drainage of water and show where it comes from and where it goes. In particular, AWOM is suitable for optimisation of the profit from water resources according to water availability per capita and a higher value of use considering regional ET control, groundwater exploitation control, among other factors that can improve development of water resources and of the regional economy. In fact, some input data for AWOM, such as runoff, groundwater, and water of sluice facilities, are as important as the output data on water resources demanded by users. In this study, water source data are provided as output of SWAT. Homoplastically, output variables of AWOM for a study region (which reflect the artificial consumptive water process) can be spatially and temporally assimilated into SWAT and used for calculations.


## 2.2.1. Description of the Water System Methodology

A water system methodology for the regional water resources is used here to describe an actual water system in AWOM, which includes five components (Figure3): (a) multiple water sources, such as surface water, ground water, transfer water, recycled water, and desalination and brackish water; (b) multiple storage facilities, such as reservoirs, diversion works, well projects, lakes, and marshes; (c) multiple transfer systems, such as natural rivers, artificial channels, and the pipe network; (d) multiple users, including city residents, rural residents, industry, agriculture, ecology, and shipping; and (e) multiple drainage systems, including rivers, rainwater channels, and sewage channels.Figure 3
Description of the water system in AWOM.


## 2.2.2. Generalized Methodology of the Water System

Because of the complexity of the real-world system of water resources, we need to abstract the main characteristics and processes of a real water resource system according to an actual situation in the region. According to the similarity principle, the regional system of water resources is usually generalized as point elements and line elements to describe generalized water resources (Table1).Table 1
Generalized elements of the system of water resources in AWOM.
Elements
Class
The representative system
Points
Supply
Reservoir, diversion works, well project, lakes, and marshes
Water use
City residents, rural residents, industry, agriculture, urban ecology, lake ecology, and wetland ecology
Convergence
Catchment zones and outflow, such as an ocean or a lake
Water control
Key section of a river or channel
Lines
River
Natural rivers
Channel
Artificial channels


## 2.2.3. The Delineation Method for Subzones

A study area may be divided into water allocation units (WAUs). WAUs are portions of a subbasin that possess unique subwatersheds or attributes of administrative divisions. The delineation process requires a digital map of subwatersheds and a map of administrative divisions in the shape (PolyLine) format. WAUs should be delineated via superimposition of the two above-mentioned maps in ArcGIS software (Figure4).Figure 4
Delineation of water allocation units.


## 2.2.4. The Relationship between Data from AWOM and SWAT

The holistic approach can objectively and clearly demonstrate the amount of allocation and drainage of water and show where it comes from and where it goes. In particular, AWOM is suitable for optimisation of the profit from water resources according to water availability per capita and a higher value of use considering regional ET control, groundwater exploitation control, among other factors that can improve development of water resources and of the regional economy. In fact, some input data for AWOM, such as runoff, groundwater, and water of sluice facilities, are as important as the output data on water resources demanded by users. In this study, water source data are provided as output of SWAT. Homoplastically, output variables of AWOM for a study region (which reflect the artificial consumptive water process) can be spatially and temporally assimilated into SWAT and used for calculations.


## 3. Practical Application of the Model

The WAS model described above was applied to Tianjin City, which has an area of 11,920 km2 and had a population of 13.6 million in 2011. Tianjin City is located in the northern part of China and is the last city downstream of the Hai River flowing into the Bo Sea.


### 3.1. Materials

#### 3.1.1. Hydrological Data

The input of the WAS model involves a large amount of data, which include the following: (1) the DEM of Tianjin is SRTM 30 m digital elevation data (downloaded fromhttp://srtm.csi.cgiar.org/); (2) data on a regional river system on the scale of 1 : 250,000, obtained from the Water Resource Department of Tianjin (Figure 5); (3) daily weather data, including information on precipitation, temperature, wind speed, solar radiation, and relative humidity, supplied by the National Meteorological Site of China; (4) regional river inflow data obtained from the Water Resource Department of Tianjin; (5) soil types and types of land use (Figures 6 and 7) provided by the Water Resource Department of Tianjin; (6) infiltration recharge data from rainfall, rivers, reservoirs, wetlands, and irrigation and data on geological parameters for the groundwater aquifer, obtained from the Water Resource Department of Tianjin.Figure 5
Rivers in Tianjin.Figure 6
Land use in Tianjin.Figure 7
Soils in Tianjin.


#### 3.1.2. Artificial Data

The artificial data comprises five components: (1) the volume of water demanded by a city and industry; (2) the data on the schedule of irrigation, crop planting, fertilization, and other parameters related to farming management; (3) the volume of waste water drained by the city and industry; (4) the water supply source of each zone; and (5) the relationship of supply and drainage among various supply systems and demand zones. All of the above data were obtained from Tianjin water resource departments.


### 3.2. Development of the Model

The boundaries of the model follow the borders of the Tianjin district and some natural features, such as rivers, creeks, and coastline. As for the land surface, the research area was divided into 325 subbasins and 1,414 hydrologic response units in the SWAT model based on DEM, soil type, and land use of Tianjin (Figure8). The water resource system of the Tianjin basin was generalized to describe the four processes of the Tianjin artificial water cycle (Figure 9). The artificial zones were delineated as 15 subzones in AWOM using the method that superimposes the watershed and the district.Figure 8
Delineation of watersheds in the Tianjin basin.Figure 9
Water resource network of Tianjin.The name of a subzone is an abbreviation, composed of four letters; the first two letters represent the regionalisation of water resources and the last two letters represent district regionalization. Table2 shows descriptions of subzones.Table 2
The delineated subzones of Tianjin in AWOM.
Unit name
MAJX
PAJX
PABD
PANH
PAHG
PAWQ
PABC
PBBC
PBXQ
PBCQ
PBJN
PBDL
PBTG
PBDG
PBJH
Water resources name
North three mountain areas
North four plain areas
Daqing River plain area
District name
Jixian
Jixian
Baodi
Ninghe
Hangu
Wuqing
Beichen
Beichen
Xiqing
Central urban
Jinnan
Dongli
Tanggu
Dagang
Jinghai


## 3.1. Materials

### 3.1.1. Hydrological Data

The input of the WAS model involves a large amount of data, which include the following: (1) the DEM of Tianjin is SRTM 30 m digital elevation data (downloaded fromhttp://srtm.csi.cgiar.org/); (2) data on a regional river system on the scale of 1 : 250,000, obtained from the Water Resource Department of Tianjin (Figure 5); (3) daily weather data, including information on precipitation, temperature, wind speed, solar radiation, and relative humidity, supplied by the National Meteorological Site of China; (4) regional river inflow data obtained from the Water Resource Department of Tianjin; (5) soil types and types of land use (Figures 6 and 7) provided by the Water Resource Department of Tianjin; (6) infiltration recharge data from rainfall, rivers, reservoirs, wetlands, and irrigation and data on geological parameters for the groundwater aquifer, obtained from the Water Resource Department of Tianjin.Figure 5
Rivers in Tianjin.Figure 6
Land use in Tianjin.Figure 7
Soils in Tianjin.


### 3.1.2. Artificial Data

The artificial data comprises five components: (1) the volume of water demanded by a city and industry; (2) the data on the schedule of irrigation, crop planting, fertilization, and other parameters related to farming management; (3) the volume of waste water drained by the city and industry; (4) the water supply source of each zone; and (5) the relationship of supply and drainage among various supply systems and demand zones. All of the above data were obtained from Tianjin water resource departments.


## 3.1.1. Hydrological Data

The input of the WAS model involves a large amount of data, which include the following: (1) the DEM of Tianjin is SRTM 30 m digital elevation data (downloaded fromhttp://srtm.csi.cgiar.org/); (2) data on a regional river system on the scale of 1 : 250,000, obtained from the Water Resource Department of Tianjin (Figure 5); (3) daily weather data, including information on precipitation, temperature, wind speed, solar radiation, and relative humidity, supplied by the National Meteorological Site of China; (4) regional river inflow data obtained from the Water Resource Department of Tianjin; (5) soil types and types of land use (Figures 6 and 7) provided by the Water Resource Department of Tianjin; (6) infiltration recharge data from rainfall, rivers, reservoirs, wetlands, and irrigation and data on geological parameters for the groundwater aquifer, obtained from the Water Resource Department of Tianjin.Figure 5
Rivers in Tianjin.Figure 6
Land use in Tianjin.Figure 7
Soils in Tianjin.


## 3.1.2. Artificial Data

The artificial data comprises five components: (1) the volume of water demanded by a city and industry; (2) the data on the schedule of irrigation, crop planting, fertilization, and other parameters related to farming management; (3) the volume of waste water drained by the city and industry; (4) the water supply source of each zone; and (5) the relationship of supply and drainage among various supply systems and demand zones. All of the above data were obtained from Tianjin water resource departments.


## 3.2. Development of the Model

The boundaries of the model follow the borders of the Tianjin district and some natural features, such as rivers, creeks, and coastline. As for the land surface, the research area was divided into 325 subbasins and 1,414 hydrologic response units in the SWAT model based on DEM, soil type, and land use of Tianjin (Figure8). The water resource system of the Tianjin basin was generalized to describe the four processes of the Tianjin artificial water cycle (Figure 9). The artificial zones were delineated as 15 subzones in AWOM using the method that superimposes the watershed and the district.Figure 8
Delineation of watersheds in the Tianjin basin.Figure 9
Water resource network of Tianjin.The name of a subzone is an abbreviation, composed of four letters; the first two letters represent the regionalisation of water resources and the last two letters represent district regionalization. Table2 shows descriptions of subzones.Table 2
The delineated subzones of Tianjin in AWOM.
Unit name
MAJX
PAJX
PABD
PANH
PAHG
PAWQ
PABC
PBBC
PBXQ
PBCQ
PBJN
PBDL
PBTG
PBDG
PBJH
Water resources name
North three mountain areas
North four plain areas
Daqing River plain area
District name
Jixian
Jixian
Baodi
Ninghe
Hangu
Wuqing
Beichen
Beichen
Xiqing
Central urban
Jinnan
Dongli
Tanggu
Dagang
Jinghai


## 4. Results and Discussion

A “piece-by-piece” approach was used here to evaluate the WAS model from runoff to ET. The idea behind the piece-by-piece approach is to provide the model with rational and available results step by step. The WAS model, like other large models, is subdivided into several pieces and then solved step by step with one piece solved at each step. At each step, the solution of the current partial model begins with a solution found in the previous step, and the solution from the current step is saved for the next step. At the final step, the model contains all pieces and the whole model is then calibrated. Verification of the WAS model is subdivided into the following three parts: the runoff, the ET measured using water balance analysis, and the ET obtained by means of RS.


### 4.1. Verification of the Model on Runoff

The surface runoff in the Tianjin basin was calibrated with daily observed streamflow data from 1985 to 1999 from four hydrological stations in Tianjin: on the Jiyun River, on the Chaobai River, on the Hai River, and on the Duliujian River. Comparison of the simulated and observed daily stream flow involved model efficiency (Ens) [19] and a regression coefficient (R
2). Surface runoff was calibrated until average measured and simulated surface runoff had monthly R
2
>
0.6 and Ens > 0.5. The results of the calibration are shown in Figure 10.Calibration of the model. Comparison between simulated and observed streamflow at the four stations: Jiyun River (a), Chaobai River (b), Hai River (c), and Duliu River (d).
(a)
(b)
(c)
(d)The Nash-Sutcliffe efficiency (Ens) of the model was 0.82 on average, with the maximum 0.89 and minimum 0.78; its regression coefficientR
2 was 0.92 on average, with the maximum 0.94 and minimum 0.91 (Table 3).Table 3
Correlations at the four observed stations during calibration and validation periods.
Calibration period (1985–1999)
Validation period (2000–2004)
ID
a
b
c
d
Average
a
b
c
d
Average
Station
Jinyun
Chaobai
Hai
Duliu
Jinyun
Chaobai
Hai
Duliu
Nash
0.82
0.89
0.78
0.82
0.82
0.61
0.78
0.65
0.73
0.69
R
2
0.91
0.94
0.92
0.91
0.92
0.67
0.82
0.75
0.78
0.76
Nash: Nash-Sutcliffe efficiency (Ens);R
2: regression coefficient.Several factors may contribute to the discrepancies between the simulation and the observed data. (1) The hydrological cycle was strongly affected by human activities, and the spatial-temporal distribution of artificial water use in the model fails to reflect a real situation, although the SWAT module was developed to account for human activities. (2) The schedule of irrigation was also an influential factor because irrigation represented the dominant water use (70% of all off-stream uses), and the irrigation data necessitated consideration of precipitation and soil moisture. Overall, the predictions of runoff are relatively acceptable.


### 4.2. Verification of the Model on ET Measured Using Water Balance

Regional total ET includes natural ET and artificial ET. The ET measured using water balance is calculated from inflow and rainfall data and outflow data in Tianjin from 1980 to 2004; these measurements were made by Tianjin water resource departments (Figure11).Figure 11
Comparison of total ET between simulated and measured data.In this work, ET of various underlying surface features was simulated and analysed using the distributed hydrology model of SWAT, and artificial ET was simulated and calculated in the artificial consumptive water module of AWOM. Figures5 and 6 show comparisons of integrated regional ET between the simulation and the measured data, which were obtained in the analysis of water balance in Tianjin. The Nash-Sutcliffe efficiency (Ens) of the model was 0.67, and its regression coefficient R
2 was 0.83. From 1980 to 2004 (Figure 12), 64% of years deviated by less than 5% and 88% of years deviated by less than 8%. The average total ET of 25 years simulated by the WAS model was 654 mm, which equalled the measured ET.Figure 12
The deviation rate of simulated ET compared to measured ET.


### 4.3. Verification of the Model on ET Obtained Using RS

Currently, the margin of error of ET obtained using RS can be larger than 15 percentage points, but the relationship of ET with various types of land use is accurate on a spatial scale in the same period. Therefore, we compared the ET results (average value from 2001 to 2004) pertaining to various types of land use between the WAS model and RS in order to validate the results for the model for various types of land use.We found that the ET simulated by the WAS model was close to the ET data retrieved using the RS technique on different lands, as shown in Figure13. The Nash-Sutcliffe efficiency (Ens) of the model was 0.93, and its regression coefficient R
2 was 0.98. The ET from water, wetlands, and paddy lands was higher than that from the irrigated land, forest, and grass land; these results were consistent with the actual context and regional features.Figure 13
Comparison between simulated ET from the model and observed ET from RS in various lands.


## 4.1. Verification of the Model on Runoff

The surface runoff in the Tianjin basin was calibrated with daily observed streamflow data from 1985 to 1999 from four hydrological stations in Tianjin: on the Jiyun River, on the Chaobai River, on the Hai River, and on the Duliujian River. Comparison of the simulated and observed daily stream flow involved model efficiency (Ens) [19] and a regression coefficient (R
2). Surface runoff was calibrated until average measured and simulated surface runoff had monthly R
2
>
0.6 and Ens > 0.5. The results of the calibration are shown in Figure 10.Calibration of the model. Comparison between simulated and observed streamflow at the four stations: Jiyun River (a), Chaobai River (b), Hai River (c), and Duliu River (d).
(a)
(b)
(c)
(d)The Nash-Sutcliffe efficiency (Ens) of the model was 0.82 on average, with the maximum 0.89 and minimum 0.78; its regression coefficientR
2 was 0.92 on average, with the maximum 0.94 and minimum 0.91 (Table 3).Table 3
Correlations at the four observed stations during calibration and validation periods.
Calibration period (1985–1999)
Validation period (2000–2004)
ID
a
b
c
d
Average
a
b
c
d
Average
Station
Jinyun
Chaobai
Hai
Duliu
Jinyun
Chaobai
Hai
Duliu
Nash
0.82
0.89
0.78
0.82
0.82
0.61
0.78
0.65
0.73
0.69
R
2
0.91
0.94
0.92
0.91
0.92
0.67
0.82
0.75
0.78
0.76
Nash: Nash-Sutcliffe efficiency (Ens);R
2: regression coefficient.Several factors may contribute to the discrepancies between the simulation and the observed data. (1) The hydrological cycle was strongly affected by human activities, and the spatial-temporal distribution of artificial water use in the model fails to reflect a real situation, although the SWAT module was developed to account for human activities. (2) The schedule of irrigation was also an influential factor because irrigation represented the dominant water use (70% of all off-stream uses), and the irrigation data necessitated consideration of precipitation and soil moisture. Overall, the predictions of runoff are relatively acceptable.


## 4.2. Verification of the Model on ET Measured Using Water Balance

Regional total ET includes natural ET and artificial ET. The ET measured using water balance is calculated from inflow and rainfall data and outflow data in Tianjin from 1980 to 2004; these measurements were made by Tianjin water resource departments (Figure11).Figure 11
Comparison of total ET between simulated and measured data.In this work, ET of various underlying surface features was simulated and analysed using the distributed hydrology model of SWAT, and artificial ET was simulated and calculated in the artificial consumptive water module of AWOM. Figures5 and 6 show comparisons of integrated regional ET between the simulation and the measured data, which were obtained in the analysis of water balance in Tianjin. The Nash-Sutcliffe efficiency (Ens) of the model was 0.67, and its regression coefficient R
2 was 0.83. From 1980 to 2004 (Figure 12), 64% of years deviated by less than 5% and 88% of years deviated by less than 8%. The average total ET of 25 years simulated by the WAS model was 654 mm, which equalled the measured ET.Figure 12
The deviation rate of simulated ET compared to measured ET.


## 4.3. Verification of the Model on ET Obtained Using RS

Currently, the margin of error of ET obtained using RS can be larger than 15 percentage points, but the relationship of ET with various types of land use is accurate on a spatial scale in the same period. Therefore, we compared the ET results (average value from 2001 to 2004) pertaining to various types of land use between the WAS model and RS in order to validate the results for the model for various types of land use.We found that the ET simulated by the WAS model was close to the ET data retrieved using the RS technique on different lands, as shown in Figure13. The Nash-Sutcliffe efficiency (Ens) of the model was 0.93, and its regression coefficient R
2 was 0.98. The ET from water, wetlands, and paddy lands was higher than that from the irrigated land, forest, and grass land; these results were consistent with the actual context and regional features.Figure 13
Comparison between simulated ET from the model and observed ET from RS in various lands.


## 5. Analysis of Regional Total ET

The average ET of various types of land use in Tianjin from 1981 to 2004, calculated by the WAS model, is shown in Figure14. The water ET is 991 mm on average and was the highest. Marsh land and beach land are the second and the third: 724 mm and 701 mm, respectively. ET of paddy fields and dry lands is also high, 602 mm and 530 mm, respectively. Then follow grassland and forest land, from 482 mm to 501 mm. The rural residential land, urban land, and other construction lands showed low ET: 326 mm, 236 mm, and 233 mm, respectively.Figure 14
Average ET of lands used for various purposes in Tianjin from 1980 to 2004.Figure15 shows composition and distribution of integrated ET in Tianjin. It demonstrates that ET from irrigation lands is the dominant part that accounts for 53% of the total ET; the second highest ET was from ecology, with 23% from town ecology and 20% from other ecology. Accordingly, the sequence of the feasibility of ET control from easy to difficult is as follows: agriculture, ecology in town, industry, and residential use.Figure 15
Analysis of integrated ET in Tianjin.Judging by the results of analysis of ET from various types of land use and industries, the industries showing lower water use efficiency require some improvements. Control of the regional integrated ET can be attained, and regional authorities may finally implement the goals of water use efficiency and reap the resulting benefits.


## 6. Conclusions

In this work, a regional WAS model was used to achieve ET control; the model was developed to implement integrated simulation of a natural and artificial water cycle. In the process of calibration and validation, a “piece-by-piece” approach was utilized to solve the model and to obtain rational and effective results from the model step by step. A case study was conducted to explore some of the capabilities of the model in the Tianjin basin.Among the results of practical application of the model, we can see that the runoff dropped off gradually from 1980 to 2004, and synchronously, the regional total ET changed just like the runoff. This finding demonstrates that the regional total ET strongly correlates with precipitation and the water volume of inflow because the ET mainly comes from various uses of land. Distribution of regional ET also shows that ET of the croplands and other plant lands is higher than that of residential units and industry. The ET from RS estimates the ET of underlying surface features based on the retrieval principle and cannot reflect the regional total ET, such as the ET related to the volume consumed by residential units and industry, but it is used as a tool for evaluating and analyzing the scenario for water resource planning and management. This is because the ET from residential units and industry represents a very small fraction in most regions.



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*Source: 345671-2014-07-14.xml*