1 Introduction
2 Materials and Methods
2.1 Methodology for Land Subsidence Analysis
2.2 Numerical Example
Hydrogeological parameter | Zone I | Zone II | Zone III |
---|---|---|---|
Aquifer | |||
K (m/s) | 5.0 × 10–5 | 2.0 × 10–4 | 5.0 × 10–4 |
Ss (m−1) | 5.3 × 10–6 | 7.0 × 10–6 | 1.4 × 10–5 |
b (m) | 80 | 80 | 80 |
Aquitard | |||
K’ (m/s) | 1.0 × 10–8 | ||
S’se (m−1) | 2.0 × 10–2 | ||
b’ (m) | 40 | ||
\(G\)
| 1.635 × 105 | ||
\(\lambda\)
| 1.635 × 105 |
2.3 Definition of Scenarios
Base scenario | Controlling drawdown (year 26) | Intervention time | ||
---|---|---|---|---|
at year 6 | at year 10 | |||
Pumping rates (103 m3/year) | ||||
Well A | 871 | 641 | 603 | 604 |
Well B | 871 | 1,978 | 1,873 | 1,876 |
Well C | 871 | 5,291 | 5,188 | 5,190 |
Drawdown at year 26 (m) | ||||
PC-a | 13.310 | 10.405 | 10.003 | 10.014 |
PC-b | 4.545 | 10.233 | 10.002 | 10.009 |
PC-c | 1.848 | 10.085 | 10.001 | 10.003 |