水利学报
水利學報
수리학보
2015年
5期
602-611
,共10页
内镶圆柱式滴头%毛管%局部水头损失%量纲分析%数值模拟
內鑲圓柱式滴頭%毛管%跼部水頭損失%量綱分析%數值模擬
내양원주식적두%모관%국부수두손실%량강분석%수치모의
in-line emitter%trickle lateral%local head loss%dimensional analysis%numerical simulation
为了研究内镶圆柱式毛管局部水头损失规律,本文对常见4种滴灌管进行了灌水试验,同时采用CFD数值分析对4种滴灌管进行了模拟与分析验证,在此基础上,对12种滴灌管进行了模拟研究,通过量纲分析研究了毛管局部水头损失影响因素。结果表明:毛管总水头损失模拟值与实测值吻合度较好;毛管局部水头损失与毛管内径、滴头内径、滴头长度、水流流速、水流运动黏滞系数有关;毛管局部水头损失占沿程水头损失的比值与滴头间距密切相关,以Φ16毛管为例,毛管局部水头损失是沿程水头损失的0.23~1.89倍,毛管层流段水头损失很小,在不需精确计算时可忽略不计。研究结果可为管网水力计算提供参考。
為瞭研究內鑲圓柱式毛管跼部水頭損失規律,本文對常見4種滴灌管進行瞭灌水試驗,同時採用CFD數值分析對4種滴灌管進行瞭模擬與分析驗證,在此基礎上,對12種滴灌管進行瞭模擬研究,通過量綱分析研究瞭毛管跼部水頭損失影響因素。結果錶明:毛管總水頭損失模擬值與實測值吻閤度較好;毛管跼部水頭損失與毛管內徑、滴頭內徑、滴頭長度、水流流速、水流運動黏滯繫數有關;毛管跼部水頭損失佔沿程水頭損失的比值與滴頭間距密切相關,以Φ16毛管為例,毛管跼部水頭損失是沿程水頭損失的0.23~1.89倍,毛管層流段水頭損失很小,在不需精確計算時可忽略不計。研究結果可為管網水力計算提供參攷。
위료연구내양원주식모관국부수두손실규률,본문대상견4충적관관진행료관수시험,동시채용CFD수치분석대4충적관관진행료모의여분석험증,재차기출상,대12충적관관진행료모의연구,통과량강분석연구료모관국부수두손실영향인소。결과표명:모관총수두손실모의치여실측치문합도교호;모관국부수두손실여모관내경、적두내경、적두장도、수류류속、수류운동점체계수유관;모관국부수두손실점연정수두손실적비치여적두간거밀절상관,이Φ16모관위례,모관국부수두손실시연정수두손실적0.23~1.89배,모관층류단수두손실흔소,재불수정학계산시가홀략불계。연구결과가위관망수력계산제공삼고。
To study the local head loss in trickle laterals lines equipped with integrated in-line emitters rule, water filling tests were conducted in this study on 4 kinds of common drip irrigation pipes, and the CFD software was also used to numerical simulation and verification. On this basis,12 kinds of drip irriga?tion pipes with different treatments were simulated to study the factors of local head loss in trickle laterals by dimensional analysis. The results show that the values of simulation are in good with the experimental data for total head loss of lateral. Local head loss of trickle laterals is related with inner diameter of later?al,inner diameter of emitter,emitter length,water flow velocity,and viscosity of water movement. The ratio of local head loss and friction head loss in trickle lateral is closely related to emitter spacing. Taking Φ16 as an example,the local head loss is 0.23 ~ 1.89 times of that in friction head loss in trickle lateral. The local head loss of trickle laterals is little in laminar flow region and could be neglected in unprecise calcu?lation. This research provides a reference for the pipe network hydraulic calculation.