Investigating the infiltration of saline water from Chah Jam desert to Damghan plain aquifer in Semnan province

Number of pages: 154 File Format: word File Code: 31425
Year: 2013 University Degree: Master's degree Category: Civil Engineering
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  • Summary of Investigating the infiltration of saline water from Chah Jam desert to Damghan plain aquifer in Semnan province

    Master's Thesis in Water Engineering - Water Resources Management

    Abstract

    The advance of salt water in fresh water aquifers is not limited to the islands and coasts of oceans, seas and salt lakes, but it is possible for salt water aquifers to advance through deserts, swamps and salt water pits in the adjacent fresh water aquifers, making it salty and unusable in critical conditions. Due to its dry climate, Iran has abundant deserts. Limitation of surface water sources and excessive exploitation of underground water has caused salt water to advance to fresh water aquifer in the border areas of the desert.

    According to the statistics and information of the Semnan Regional Water Organization from Damghan plain, the quality of drinking and agricultural water in the villages in the northeast of the plain has decreased due to the infiltration of salt water from the Chah Jam desert, and [1] TDS observed in some villages is about 7000 milligrams per liter. reached and the continuation of this trend can lead to the advance of salinity towards the city of Damghan and the agricultural sector of the region, therefore, in order to provide a perspective of the future situation of this plain in case of continuing the current process of extracting underground water or reducing and increasing pumping, modeling of the plain was done and the future state of the plain in terms of the drop in the level of underground water and the level of salinity was predicted with the assumption of three scenarios. 3D simulation is placed. In order to predict the condition of the aquifer in 2015, the information of a 5-year period of quantitative and qualitative observation wells for the years 2016 to 2018 was recalibrated and verified for two years 2018 and 2019. The results showed that with the continuation of the current draining and feeding process, in 2015 the underground water level will drop the most by 16 meters in the western area of ??Damghan city and the salt concentration in quality wells will increase by an average of 150 mg/liter. Also, reducing the pumping of exploitation wells by 15% will cause the water level to drop by 14 meters and slow down the advance of salt water in the plain aquifer and increase the salt concentration by 82 mg/liter, which is 45% less compared to the assumption of continuing the current trend. On the other hand, increasing the pumping of exploitation wells by 15% will result in a drop in the water level of the aquifer by 20 meters and an increase in the average salt concentration by 464 mg/liter.

    Key words: Groundwater, saltwater advance, interaction of saltwater and fresh water, Damghan Plain aquifer, modeling, simulation, Visual Modflow

    Chapter 1

    General

    1-1 Introduction

    About 97% of the total water on the planet is in the seas and oceans, whose salinity is high and cannot be used by humans under normal conditions. Another two percent is in the form of polar ice, which cannot be used in the current conditions. Most of the remaining one percent, which is fresh, is made up of underground water (Figure 1-1). With the expansion of settlements in areas where there is no surface water or its amount is low, the use of underground water resources as a safe alternative has been considered, so that in some areas, underground water is considered as the only source of water supply.

    (Images are available in the main file)

    The population growth and development of human societies has led to the demand for more water consumption, and due to the approximate stability of water supply sources, it should be managed with Sahih kept supply and demand in balance. This makes it necessary to protect water resources against pollutants (infiltration of salt water and other chemicals). The population concentration in the coastal areas and of course the growth of activities has caused an increase in the amount of groundwater withdrawal. This increase in harvesting has caused the movement of salty sea water towards the aquifers, and this has resulted in more salinity of these resources.

    High salinity (more than 2 to 3%) makes it impossible to use water for drinking, and this problem must be overcome by processes such as purification or mixing with fresh water. Therefore, the protection of underground water resources is a fundamental issue in the conditions of increasing demand and decreasing these resources.

    In most parts of the country, especially in areas where surface water does not exist, or is not permanent or exists in small amounts, the water needed by cities, industries, villages and livestock farms is supplied from underground sources. Even in places where rainfall is high and the weather is humid, such as Gilan and Mazandaran, where there is surface water and they are among the rainiest places in Iran.In order to achieve high production in agriculture and to compensate for the lack of required water, underground water is also used. In almost all cities of Iran, due to the lack or lack of surface water or because it is polluted, underground water is also used [9]. This issue has attracted attention in many countries that have coasts. Investigating the phenomenon of the inflow of saline water from Chahe Jam to Damghan plain aquifer is the main goal of this thesis.

    In this thesis, an attempt has been made to investigate the possibility of the advance of saline water from the desert side to Damghan plain

    regarding the beginning of the project period, and according to the existing conditions, the future has been predicted. Using the VISUAL MODFLOW software and the SEAWAT package, the saltwater advance is modeled. The conditions at the beginning of the project period are entered into the model as input data, and after the model is recalibrated, the saltwater advance is predicted for 10 years after the beginning of the project period, according to 3 hypothetical scenarios. 1-3 basic research questions. With the continuation of the current situation, How will the water level drop and salt concentration change in Damghan Plain?

    With the successful implementation of management policies and reducing pumping by 15%, how will the water level drop and salt concentration change?  

    If pumping is increased by 15% (which is the most likely assumption), how will the drop in water level and salt concentration in the plain change?

    1-4 research assumptions

    Based on available sources, during this research, assumptions have been made that in terms of physical characteristics, according to the report of the Semnan Province Regional Water Corporation regarding the plain, the aquifer of this plain is a three-layer free aquifer, and this free aquifer is in the The second and third are located. The storage coefficient (S) in the whole plain is 4% and the hydraulic conductivity coefficient (K) is assumed to be a constant value for each layer. Each aquifer layer is homogeneous and the density depends only on the salt concentration and other influencing factors are ignored. According to the data of the regional water joint stock company, statistics of pumping wells, and annual quantitative and qualitative observation wells were considered. In addition, the balance calculated by the Regional Water Organization of Semnan province was used. According to the balance calculations of this organization, the discharge of the spring in the water year of 85-86 was zero and the discharge of the aqueduct was about 2 million cubic meters per year, which is a small amount compared to the total discharge from the aquifer of 160 million cubic meters. Therefore, the effect of spring and aqueduct in Bilan was assumed to be zero.

    1-5 reasons for using underground water

    The advantages and advantages of underground water compared to surface water have caused the developed countries of the world to put more effort into providing drinking and consumption water in their urban and industrial areas from underground water.

    On the other hand, the high consumption of underground water has caused that in many parts of the world, including the country The level of the underground water table will drop drastically, many aqueducts and other water sources will dry up, salt water will advance in the fresh underground water tables, and in the population and industrial centers, a significant part of the underground water will be polluted. Compared to surface water, it is less contaminated with microbes, parasites and harmful substances.

    In many dry and desert areas of our country, due to the lack of access to fresh surface water, underground water is the only usable source.

    In many cases, the cost of extracting underground water is lower than obtaining water from surface sources.

    The temperature of underground water is almost constant. Therefore, underground water has a great advantage as a coolant.

    Underground water sources are much less affected by drought than surface water sources.

    In many parts of the world, including many dry and desert parts of our country where there is no surface water, or it is not usable or reliable, underground water is the only source of water consumption and the lives of the residents and animals of these areas depend on this source. [9].

     

    1-6 Groundwater Pollution

    The quality of underground water is an important issue in the development and management of water resources.

  • Contents & References of Investigating the infiltration of saline water from Chah Jam desert to Damghan plain aquifer in Semnan province

    List:

    1. Chapter 1 Generalities. 1

    1-1 Introduction. 2

    1-2 Objectives and necessity of the current research. 3

    1-3 basic research questions. 3

    1-4 research assumptions. 4

    1-5 reasons for using underground water. 4

    1-6 Groundwater pollution. 5

    1-7 The issue of salinity penetration into coastal aquifers. 6

    1-8 damages of saltwater advance in the underground water table. 7

    1-9 methods of controlling the advance of salt water in the aquifer. 9

    1-9-1 Reduction of pumping rate. 9

    1-9-2 Changing the location of pumping wells. 10

    1-9-3 Underground dams. 10

    1-9-4 natural nutrition. 11

    1-9-5 artificial nutrition. 11

    1-9-6 Draining salt water. 12

    1-9-7 Combined methods. 13

    1-9-8 Desalination of salt water using reverse osmosis method. 14

    2. Chapter II Review of the background of the studies. 15

    2-1 Introduction. 16

    2-2 Laboratory research on saltwater advance in coastal aquifers and its control. 16

    2-3 Numerical research on saltwater advance in coastal aquifers. 22

    2-4 Field research on saltwater advance to coastal aquifers and its control. 25

    3. Chapter 3 Basics of governing theory. 32

    3-1 Introduction. 33

    3-2 Model definition. 33

    3-3 groundwater flow model. 34

    3-4 Mathematical model. 34

    5-3 equations governing the flow of underground water. 34

    3-5-1 Bernoulli equation. 34

    3-5-2 continuity equation. 35

    3-5-3 Darcy's equation. 36

    3-5-4 general equation governing underground water. 37

    3-5-5 Equations of boundary conditions: 39

    3-5-6 Equations governing the advance of salt water. 40

    3-6 steps of preparing a mathematical model. 43

    3-6-1 Purpose of modeling. 43

    3-6-2 Creating a conceptual model. 43

    3-6-3 Preparation of computer program. 45

    3-6-4 Model design. 45

    4. Chapter IV Study area. 48

    4-1 Introduction. 50

    4-2 Geographical location of the range. 50

    4-3 Range climate. 51

    4-4 exploratory investigations. 51

    4-4-1 exploratory excavations. 51

    4-5 depth of Damghan plain rock. 54

    4-6 pumping tests. 55

    4-7 transferability. 55

    4-8 storage coefficient. 56

    4-9 exploitation of underground water. 56

    4-9-1 Wells 56

    4-10 Groundwater balance in Damghan study area. 58

    4-11 balance sheet range. 58

    12-4 Groundwater balance in the alluvial aquifer. 58

    4-12-1 Inflow of underground water to the area of ??Bilan (Qin) 59

    4-12-2 Feeding caused by rainfall in the area of ??Bilan (Rp) 59

    4-12-3 Feeding caused by surface currents and floods (Rr) 60

    4-12-4 Feeding caused by wastewater (Rw) 60

    4-12-5 Underground outflow (Qout) 61

    4-12-6 Evaporation from underground water (E) 61

    4-12-7 Exploitation of underground water table in the area of ??Bilan (W) 61

    4-12-8 Drainage of underground water (D) 62

    4-13 changes in the volume of the aquifer during the balance period. 62

    5. Chapter 5 Preparation of the conceptual model of the study area. 65

    5-1 Geometric characteristics of the aquifer. 66

    5-2 Preparation of model network and spatial discretization. 66

    5-3 time discretization. 68

    4-5 Boundary conditions of the model. 69

    5-4-1 Boundary with general hydraulic load. 70

    5-5 hydrogeological components of the aquifer. 70

    5-5-1 Taking water from the aquifer. 70

    5-6 evaporation. 71

    5-7 nutrition. 72

    5-8 hydraulic parameters of the aquifer. 72

    5-9 pollution feeding zone. 73

    5-10 initial conditions. 74

    5-10-1 initial hydraulic load. 74

    5-10-2 initial concentration. 74

    5-11 calibration 2 and sensitivity analysis. 76

    5-11-1 Automatic calibration. 77

    5-12 validation. 82

    5-13 Qualitative evaluation. 84

    5-14 qualitative validation. 88

    6. Chapter 6 Management of underground water resources. 90

    6-1 Introduction. 91

    6-2 Appropriate measures to improve the situation. 91

    6-2-1 Failure to pump. 91

    6-2-2 Artificial feeding of the underground water table. 91

    6-2-3 Reduction of pumping. 92

    6-3 first scenario - prediction of the condition of the aquifer assuming the continuation of the current trend. 92

    6-3-1 Lowering of the underground water table. 92

    6-3-2 Deterioration of fresh water quality of Damghan Plain aquifer due to infiltration of salt water.94

    6-4 The second scenario – assuming a 15% reduction in the pumping flow rate of exploitation wells. 96

    5-6 Third scenario - assuming a 15% increase in the pumping of exploitation wells. 99

    6-6 Conclusion. 102

    6-7 Introduction. 102

    6-8 Conclusion and prediction of the aquifer situation. 102

    9-6 List of references. 105

     

     

     

    Source:

     

    Abstract

     

    The intrusion of saltwater into groundwater aquifers could happen not only in coastal areas, but also in areas where aquifers are adjacent to desert. Iran has many deserts and overwithdrawal of groundwater causes saltwater intrusion in aquifers adjacent to deserts. One of these areas is Damghan plain in Semnan Province.

    According to the report of ‘’Semnan Regional Water Company’’ groundwater quality in that plain was declined and TDS reached to 7000 mg/lit in some villages, caused by saltwater intrusion due to overwithdrawal of groundwater.

    To be able to forecast the decline of groundwater quality in that area in the future, a 3-D model was made using MODFLOW Software and three scenarios were considered. The model first was calibrated and validated by using the data presented by Semnan Regional Water Company.

    The modeling results showed that in case of continuation of current groundwater withdrawal, groundwater table will be drawn down about 16 m in year 1395 and TDS will increase about 150 mg/lit.

    On the other hand, %15 decrease of groundwater withdrawal will draw groundwater table down 14 m and will limit the increase of TDS to 82 mg/lit. Meanwhile %15 increase of groundwater withdrawal will drop groundwater level 20 m down and will cause TDS to increase to 464 mg/lit.

Investigating the infiltration of saline water from Chah Jam desert to Damghan plain aquifer in Semnan province