更新時(shí)間:2024-04-25 10:38:25作者:留學(xué)之路
The results of the simulation also show that it is not suitable to install bottom sill or bottom slope in the project which have side-inflow forebay for improving the flow pattern.
同時(shí)計(jì)算亦表明,對(duì)于閘站合建樞紐此類側(cè)向進(jìn)水流動(dòng),底坎、底坡整流效果不大。
來(lái)源:互聯(lián)網(wǎng)And the test data, the above factors taken into account based on the bottom of the sill or flow dissipation stilling basin shape optimization.
并結(jié)合試驗(yàn)資料,在綜合考慮以上影響因素的基礎(chǔ)上,對(duì)跌坎型底流消能工消力池體型進(jìn)行優(yōu)化設(shè)計(jì)。
來(lái)源:互聯(lián)網(wǎng)Sulfide further accumulates where depressions in the bottom of the sill interfere with the flow system and act as natural riffles.
巖床底上如有陷穴,就起到天然溜槽的作用,干擾了巖流體系,使硫化進(jìn)一步堆積。
來(lái)源:互聯(lián)網(wǎng)