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SL/T 246-2019 in English

SL/T 246-2019 in English

VALID

Code for technical management of irrigation and drainage projects

  • Issued on:2019-05-31
  • Implemented on:2019-08-31
  • File Format:PDF
  • Delivery:Via email within 10 business days
Price(USD): $1,150.00
$1,116.00


Introduction

Standard framework and revision points

Version comparisonSL/T 246-1999SL/T 2406-2019
Structural framework7 chapters + appendix7 chapters + appendix (integration of 4 old standards)
New content-Special chapters on information management, engineering monitoring and evaluation, and water-saving technology management
Equipment managementGeneral requirementsDetailed operation and maintenance standards for 11 types of equipment

Key technical requirements

1. Engineering management

Control of water delivery channels: When the sediment content is >70kg/m³, the flow rate should be controlled to be ≥ the non-silting flow rate. The water level during the northern glacial period shall not exceed the designed control water level.

2. Equipment management

Sprinkler irrigation equipment The operating pressure deviation should be ≤10%, and the pH of the micro-irrigation system must be neutralized to 6.5-7.5 after acid washing before discharge.

Innovative management measures

Information management

Requires the establishment of a three-level monitoring system: on-site control → centralized dispatch → remote management, data collection frequency:

  • Water conditions: 1 time/hour during flood season
  • Soil moisture conditions: 1 time/day during the critical growth period of crops

Water-saving technical indicators

Irrigation typeWater utilization coefficientUniformity
Surface irrigation≥0.85≥80%
Sprinkler irrigation≥0.90≥85%

Implementation suggestions

  1. Renovation of old projects: Prioritize anti-seepage testing for channels that have been in operation for more than 20 years (Appendix A method)
  2. Multi-source water dispatching: Establish a surface water-groundwater joint dispatching model, and the proportion of well irrigation in dry years can be increased to 40%
  3. Drainage reuse: Drainage with mineralization > 3g/L should be mixed with fresh water, and the mixing ratio should be ≤1:2

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