|
CN112267450A
|
|
Deep slab load in-situ test method for ultra-thick layer backfill soil
|
|
CN112252282A
|
|
Fishway observation room observation window arrangement structure
|
|
CN112028341A
|
|
Grit material production wastewater treatment system and wastewater treatment method
|
|
CN112099096A
|
|
Focusing coupling electrode for detecting hardening field
|
|
CN111967077A
|
|
Engineering construction management digital platform based on BIM technology
|
|
CN111705764A
|
|
Multi-inlet type fish elevator system
|
|
CN111705763A
|
|
Multi-point accurate water supplementing system for fish elevator
|
|
CN111784825A
|
|
Cultural relic three-dimensional modeling method
|
|
CN111764444A
|
|
Method for calculating foundation settlement and inclination of wind driven generator on natural foundation according to wind measurement data
|
|
CN111418560A
|
|
Floating type fish collecting device for hydraulic and hydroelectric engineering
|
|
CN111395460A
|
|
Normal fresh water storage and supply equipment
|
|
CN111395276A
|
|
Flood discharge and energy dissipation structure for slowing down impact of water flow slapping vibration of gate chamber of high-gate dam
|
|
CN111351721A
|
|
Measuring instrument for measuring actual shearing failure surface fluctuation difference in-situ shearing test and measuring method thereof
|
|
CN111021899A
|
|
A door storehouse structure that is used for under to open gate that urban water environment was administered
|
|
CN110965822A
|
|
Hydropower station underground powerhouse self-flowing drainage system
|
|
CN110607798A
|
|
Underground factory building drainage corridor suitable for TMB construction
|
|
CN110607801A
|
|
Improve fan cushion cap subassembly of stake resistance to plucking bearing capacity
|
|
CN110593222A
|
|
Curve overflow weir structure of bank spillway
|
|
CN110593221A
|
|
Fold-line type flip bucket at outlet of bank spillway/flood discharge tunnel
|
|
CN110409389A
|
|
A kind of simultaneous collection sand flushing system of multichannel water intaking
|
