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GB/T 34968-2017 in English

GB/T 34968-2017 in English

VALID

Guidelines for the assessment of groundwater overexploitation zones

  • Issued on:2017-11-01
  • Implemented on:2018-05-01
  • File Format:PDF
  • Delivery:Via email within 5 business days
Price(USD): $400.00
$388.00

《GB/T 34968-2017地下水超采区评价导则》由332(水利部)归口,主管部门为水利部。


Introduction

Interpretation of the core content of the standard

Groundwater overexploitation area: refers to the area where the actual extraction volume continues to exceed the exploitable volume, or causes a continuous decline in water levels/ecological and geological environmental problems (Article 3.3 of the standard)

Classification and grading system of overexploitation areas

Classification dimensions Type Key indicators
Occurrence medium Pore water overexploitation area Aquifer lithology is loose sediment
Fissure water overexploitation area Bedrock fracture development zone
Karst water over-exploitation area Soluble rock layer distribution area
Renewal capacity Shallow groundwater over-exploitation area Average annual water level drop rate>1.0m/a
Deep groundwater over-exploitation area Average annual water level drop rate>2.0m/a
Typical case: The area of pore water over-exploitation area in North China Plain reaches 70,000 km², and the average annual sedimentation rate is as high as 110mm/a

Comparison of key technical indicators

Evaluation indicators General over-exploitation area Severe over-exploitation area Monitoring requirements
Exploitation coefficient 1.0-1.3 >1.3 Verification pass rate of measurement facilities 100%
Ground subsidence rate ≤10mm/a >10mm/a Combination of InSAR and leveling
Ground fissure density ≤2/100km² >2/100km² 3D laser scanning monitoring

Technical Specifications for Dynamic Monitoring

Monitoring Station Density:
  • Conventional Area: 15-30 eyes/1000km²
  • Severely over-exploited area: Densify by more than 50%
Automated Monitoring: Collect data 6 times a day (4:00, 8:00, 12:00, 16:00, 20:00, 24:00)

Implementation Suggestions

  1. Data Integration: Establish a GIS database for over-exploited areas, integrating multi-source data such as water level, extraction volume, and subsidence
  2. Early Warning Mechanism: Initiate emergency response when the extraction coefficient>1.2 or the subsidence rate>5mm/a
  3. Control Measures: Prioritize Groundwater Recharge and Water Source Replacement Combination Scheme

Standard Evolution Analysis

Compared with the 2003 version of SL286 standard, this version has the following major improvements:

  • New deep groundwater overexploitation evaluation indicators (4.4.2.c)
  • Refine the quantitative standards for ecological and geological environmental issues (3.6 items)
  • Establish an 8-bit unified coding system (Appendix A)

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