|
CN103422532A
|
|
Circulating water supply system for permeameter and permeameter with circulating water supply system
|
|
CN103225293A
|
|
Arrangement form for medium/high-speed cable crane system in narrow valley high-steep dam abutment concrete dam
|
|
CN103266583A
|
|
Bent slope underflow energy dissipation structure of water conservancy and hydropower engineering
|
|
CN103279606A
|
|
Computing method of unfavorable geological section hydraulic round pressure tunnel lining
|
|
CN103205954A
|
|
Well inlet/outlet structure for pumped storage power stations
|
|
CN103195033A
|
|
Construction method of open type surge shaft
|
|
CN103195025A
|
|
Cracking protection method for concrete dams
|
|
CN103174115A
|
|
Ecological flow pipe arrangement type for concrete dam
|
|
CN103114566A
|
|
Intelligent automatic-flow water supplementing system and intelligent automatic-flow water supplementing method
|
|
CN102875059A
|
|
Modified asphalt concrete for impervious layer in severe cold environment and construction method of modified asphalt concrete
|
|
CN102900054A
|
|
River bank-like flood spillway
|
|
CN102852114A
|
|
Reservoir sediment deposition calculating method
|
|
CN102733361A
|
|
High-arch-dam flood discharge and energy dissipation structure of narrow river valley and deep tail water
|
|
CN102606368A
|
|
Calculating method for diameter of rotating wheel of reversible pump turbine
|
|
CN102219440A
|
|
Modified asphalt mastic resin used for panel sealing layer, and preparation and application methods thereof
|
|
CN102221492A
|
|
Portable maintenance device
|
|
CN101881157A
|
|
Sound wave well logging transducer
|
|
CN101877033A
|
|
Hydraulic judgment method of applicability of gravity dam and flaring pier combined energy dissipater
|
|
CN101672028A
|
|
Energy dissipation method
|
