The joint action between chlorsulfuron and haloxyfop R was evaluated by bioassay with wheat and corn,respectivly.The dose response curve derived from wheat bioassay showed that the inhibition of haloxyfop R to whea...The joint action between chlorsulfuron and haloxyfop R was evaluated by bioassay with wheat and corn,respectivly.The dose response curve derived from wheat bioassay showed that the inhibition of haloxyfop R to wheat root growth wasn't affected by the increasing rate of chlorsulfuron.It indicated that chlorsulfuron had no antagonism to haloxyfop R.Meanwhile,the variation analysis of corn bioassay indicated that these two herbicides had joint action on inhibition to corn primary root growth.The joint action was evaluated as additive action by using Isobole Method.So chlorsulfuron and haloxyfop R could be used as tank mixture.展开更多
极区船舶与海冰发生挤压碰撞时常伴随着极地低温,考虑极地低温与冰载荷联合作用时对船舶舷侧极限承载能力的影响。首先,采用VOF(Volume of Fluid)模型研究在仅受环境温度影响下船舶舷侧垂向温度分布,水线至二甲板处受环境温度与海水温...极区船舶与海冰发生挤压碰撞时常伴随着极地低温,考虑极地低温与冰载荷联合作用时对船舶舷侧极限承载能力的影响。首先,采用VOF(Volume of Fluid)模型研究在仅受环境温度影响下船舶舷侧垂向温度分布,水线至二甲板处受环境温度与海水温度的影响产生明显的温度梯度,以此时的温度应力为基础,在船舶舷侧上施加冰载荷,细化冰载荷加载区域网格,通过两倍斜率法确定舷侧的极限承载能力,环境温度越低,其极限承载能力越小。改变冰载荷施加位置,对比有无强构件支撑时其极限承载能力的大小,结果表明强构件支撑能有效提高船体的极限承载能力。研究成果可为极区船舶结构强度校核提供参考。展开更多
文摘The joint action between chlorsulfuron and haloxyfop R was evaluated by bioassay with wheat and corn,respectivly.The dose response curve derived from wheat bioassay showed that the inhibition of haloxyfop R to wheat root growth wasn't affected by the increasing rate of chlorsulfuron.It indicated that chlorsulfuron had no antagonism to haloxyfop R.Meanwhile,the variation analysis of corn bioassay indicated that these two herbicides had joint action on inhibition to corn primary root growth.The joint action was evaluated as additive action by using Isobole Method.So chlorsulfuron and haloxyfop R could be used as tank mixture.
文摘极区船舶与海冰发生挤压碰撞时常伴随着极地低温,考虑极地低温与冰载荷联合作用时对船舶舷侧极限承载能力的影响。首先,采用VOF(Volume of Fluid)模型研究在仅受环境温度影响下船舶舷侧垂向温度分布,水线至二甲板处受环境温度与海水温度的影响产生明显的温度梯度,以此时的温度应力为基础,在船舶舷侧上施加冰载荷,细化冰载荷加载区域网格,通过两倍斜率法确定舷侧的极限承载能力,环境温度越低,其极限承载能力越小。改变冰载荷施加位置,对比有无强构件支撑时其极限承载能力的大小,结果表明强构件支撑能有效提高船体的极限承载能力。研究成果可为极区船舶结构强度校核提供参考。
