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.