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Groundwater Level Prediction through GMS Software – Case Study of Karvan Area, Iran

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Fig. 1

Geographical states of the subject area.
Geographical states of the subject area.

Fig. 2

The geographical distribution of studied wells, spring and subterranean. The x-axis represents the aquifer length (p km−1) and the y-axis represents the aquifer width (p km−1).
The geographical distribution of studied wells, spring and subterranean. The x-axis represents the aquifer length (p km−1) and the y-axis represents the aquifer width (p km−1).

Fig. 3

The number of layers with boundary conditions.
The number of layers with boundary conditions.

Fig. 4

The key numbers assigned to the pilots to determine surface recharge parameters.
The key numbers assigned to the pilots to determine surface recharge parameters.

Fig. 5

Comparative sensitivity analysis of all parameters in the unsteady calibration. The x-axis represents the parameters name as follows: the transferability coefficient at the inlet and outlet boundaries of the aquifer with GHB. The transferability of the river waterways network with RIV. Horizontal hydraulic conductivity with HK. Surface recharge of aquifer with RCH. Horizontal anisotropy of hydraulic conductivity with HANI. Specific yield with SY. The y-axis represents the sensitivity analysis of aquifer for these parameters.
Comparative sensitivity analysis of all parameters in the unsteady calibration. The x-axis represents the parameters name as follows: the transferability coefficient at the inlet and outlet boundaries of the aquifer with GHB. The transferability of the river waterways network with RIV. Horizontal hydraulic conductivity with HK. Surface recharge of aquifer with RCH. Horizontal anisotropy of hydraulic conductivity with HANI. Specific yield with SY. The y-axis represents the sensitivity analysis of aquifer for these parameters.

Fig. 6

A – the location of observation and exploration wells. B – the error rate for the values of the computational data in the verification phase – Observation well #2; the x-axis represents time (p a−1) and the y-axis represents groundwater level in different wells (p m−1).
A – the location of observation and exploration wells. B – the error rate for the values of the computational data in the verification phase – Observation well #2; the x-axis represents time (p a−1) and the y-axis represents groundwater level in different wells (p m−1).

The Groundwater balance in the subject area.

Type Infiltration of surface floodwaters Groundwater Water consumed in agricultural, drinking, industry Infiltration of precipitation
Input [Mm3] 12.4 11.5 15.0 5.6
Outflow[Mm3] 0.0 9.3 41.3 0.0

The description of wells, springs and subterranean.

Consumption type Numbers Discharge (Mm3) Percentage
Wells 401 31.2 49.1
Springs 34 21.6 34.0
Subterranean 61 10.7 16.9

Groundwater level variations of the Karvan area for the defined scenarios.

Range dh [m] dV [Mm3] %dV
RCH, −30% −0.430 −49.34 −7.21
RCH, +30% 0.182 20.88 3.05
P, +30% 0.573 65.75 9.62
P, −30% −0.207 −23.75 −3.48
Wells, −30% 0.373 42.80 6.26
Wells, +10% −0.122 −13.99 −2.05

The hydrogeology balance in the subject area.

Type Precipitation Evaporation Rainfall runoff Infiltration of precipitation
Volumes [Mm3] 214.8 133.0 40.9 40.9
eISSN:
2081-6383
Langue:
Anglais
Périodicité:
4 fois par an
Sujets de la revue:
Geosciences, Geography