浙江乌牛早春茶始摘期及霜冻风险区划

为了解浙江省乌牛早春茶初始采摘期的时空分布特征和减少遭受春季霜冻的风险,应用1971—2014年浙江省71个常规站日资料和2005—2014年共2094个气象自动区域站小时观测资料,以乌牛早春茶发育热量为始摘期区划指标和乌牛早春茶各级冻害总灾损率为霜冻害区划指标,应用GIS技术,采用距离权重反比法(IDW,Inverse Distance Weighted),得到浙江省乌牛早春茶始摘期区划图和乌牛早春季霜冻风险区划分布图。结果表明:浙江全省乌牛早春茶始摘期在2月上旬—3月上旬,从南到北时间递增,温州沿海地区最早,29°N以南为2月中旬,30°N以北地区最晚。浙江沿海、盆地、低丘陵地区适宜种植乌牛早茶,海拔高的地区遭受春季霜冻风险大,不适宜种植乌牛早茶,区划结果将为茶叶主管部门和农技推广部门指导乌牛早种植的布局调整提供重要参考价值和科学依据。     

玉林市2017年低温霜冻对马铃薯生产的影响分析

根据玉林市发展马铃薯的自然资源条件,分析2017年冬种马铃薯生长期玉林市温度、降水、日照时数及地面温度等气候要素变化,探讨该时期低温霜冻天气及对马铃薯的影响,提出发展冬种马铃薯防御霜冻危害的对策建议。     

Relevance of Osmotic and Frost Protecting Compounds for the Winter Hardiness of Autumn Sown Sugar Beet

The cultivation of autumn sown sugar beet (winter beet) is supposed to result in a marked yield increase compared with spring sown sugar beet. Although the importance of the growth stage reached before winter for the survival of autumn sown sugar beet has already been shown, it is not clear to which extent osmotic and potentially frost protecting compounds may contribute to winter hardiness. The study thus aimed to analyse the acclimatization process of sugar beet to low temperatures and to identify compounds which are important for survival of frost. Field trials with autumn sown sugar beet were conducted at eleven environments in Germany from 2009/10 to 2012/13, which were accompanied by greenhouse experiments with controlled temperature regimes. In the field trials, the survival rates after winter varied from 0 % to 99 %, but only in four environments differences between the five genotypes occurred. During acclimatization, betaine, glutamine, proline and raffinose were markedly accumulated and osmolality was enhanced. In particular betaine, amino acids and osmolality showed a positive correlation to the survival rate and were thus identified as potentially frost protecting substances for sugar beet. In contrast, raffinose and proline seem to act rather as stress indicators as they were negatively related to survival. Possible frost protecting substances were identified which can be used in breeding to improve the winter hardiness of sugar beet.     

Estimation of Crown Temperature of Winter Wheat and the Effect on Simulation of Frost Tolerance

Accurate estimation of winter wheat frost kill in cold‐temperate agricultural regions is limited by lack of data on soil temperature at wheat crown depth, which determines winter survival. We compared the ability of four models of differing complexity to predict observed soil temperature at 2 cm depth during two winter seasons (2013‐14 and 2014‐15) at Ultuna, Sweden, and at 1 cm depth at Ilseng and Ås, Norway. Predicted and observed soil temperature at 2 cm depth was then used in FROSTOL model simulations of the frost tolerance of winter wheat at Ultuna. Compared with the observed soil temperature at 2 cm depth, soil temperature was better predicted by detailed models than simpler models for both seasons at Ultuna. The LT50 (temperature at which 50 % of plants die) predictions from FROSTOL model simulations using input from the most detailed soil temperature model agreed better with LT50 FROSTOL outputs from observed soil temperature than what LT50 FROSTOL predictions using temperature from simpler models did. These results highlight the need for simpler temperature prediction tools to be further improved when used to evaluate winter wheat frost kill.     

保温型刚性护面渠道设计

在刚性面层下设置一道性能良好的保温层来防止基土冻结,可以从根本上解决冻胀破坏的问题。这种带保温层的刚性护面渠道称为保温型刚性护面渠道,根据热工原理,提出了保温型刚性护面渠道横断面设计在构造方面的要求,进一步推导出计算保温层厚度的有关公式,并给出算例,还指出了需要进一步研究和探讨的问题。     

Winter Hardiness, Frost Resistance and Vernalization Requirement of European Winter Oilseed Rape (Brassica napus var. oleifera) Cultivars within the Last 20 Years

Cultivars of European winter oilseed rape cultivated in the second half of the 1970s and in the mid-1990s were screened for their winter hardiness, frost resistance and vernalization requirement. A strong correlation between winter hardiness and frost resistance in both groups of rape has been noticed. Among oilseed rapes cultivated in the late 1970s, low erucic acid and particularly double zero cultivars were less winter hard than high erucic acid cultivars. Double zero cultivars were characterized by lower frost resistance and lower vernalization requirement. A significant correlation between vernalization requirement and both frost resistance and field survival has also been shown. Frost resistance of the 1990s (double zero) cultivars was higher than that of double low cultivars from the late 1970s. Their vernalization requirement was still small and did not correlate with either frost resistance or winter hardiness. It was concluded that reduction in the content of glucosinolates in the 1970s involved decrease in winter hardiness and vernalization requirement of cultivars. During the following 20 years winter hardiness of double low cultivars has been improved, but vernalization requirements have not changed. As a result no correlation between winter hardiness and vernalization requirement in contemporary canola cultivars has been observed.     

二灰碎石抵抗冻融破坏作用的研究

针对黑龙江省寒冷的气候特点,对已建公路二灰碎石半刚性基层的使用状况进行调查,分析破坏的原因,并与研究成果进行比较。利用低温实验室模拟自然环境进行冻融循环试验,确定二灰碎石在一定的冻融循环作用下的强度衰减系数,为冻融循环作用下的基层设计提供有一定可靠度的基层强度设计值,保证基层在使用周期内具有一定的冻融耐久性,从而可以提高道路使用质量和延长道路使用寿命,降低维护费用。     

气候变暖背景下黄淮海平原北部冬小麦生育期霜冻灾害发生规律

为探明气候变暖背景下黄淮海平原北部冬小麦生育期霜冻灾害发生规律,采用线性倾向估计、MannKendall法和R/S分析法,分析1960—2017年的黄淮海平原北部12个气象站点0cm地面最低温度数据。结果表明:1)年均气温表现出一致的上升趋势,北部升温速率高于南部。2)研究区初霜冻推迟,终霜冻提前,无霜期延长,初霜冻延后趋势的空间表现为北部区域比南部区域更明显,终霜冻提前趋势的空间表现为南部区域比北部区域更明显,无霜期延长趋势南部比北部区域更明显。3)初霜冻日期突变年份为2006年,终霜冻日期发生突变的年份为1992年,2007—2017年初霜冻推迟,1993—2017年终霜冻提前。冬小麦(Triticum aestivum)生育期在2004年发生突变,2005—2013年生育期缩短。4)冬小麦生育期间霜冻发生频次平均增加42%,霜冻发生频次显著增加。     

茶园晚霜冻害及其防治

茶园晚霜冻害造成茶树芽叶焦灼甚至枝梢枯死亡,严重影响茶叶产量和品质。本文对晚霜冻害发生的原因及影响因素,就防御晚霜冻害发生的措施以及灾后补救等方面研究进行了综述,以期为有效降低晚霜冻害影响提供参考。     

梯形渠道衬砌冻胀破坏弹性地基板模型

为探讨开放系统中梯形混凝土衬砌渠道的冻胀问题,根据衬砌板与冻土地基的相互关系,采用 Winkler弹性地基板理论建立了考虑冻胀力和冻结力作用的衬砌板冻胀破坏力学模型,使用解析法得到了衬砌板变形和内力解,对不同地下水埋深、衬砌板几何参数的影响规律进行了分析。通过与已有现场观测值和计算值进行对比,验证了弹性地基板理论计算结果的正确性。研究结果表明：坡板在非均匀分布的冻胀力作用下,挠度、弯矩和剪力也表现为非均匀分布,挠度最大值在坡顶距坡脚2/3处,弯矩最大值靠近底板位置,拉应力分布与内力分布规律一致,与已有研究结果吻合。与梁理论相比,板理论计算结果表明衬砌板的挠度和内力沿板宽方向为非均匀分布,挠度和弯矩在自由边界（纵向伸缩缝）处增大,扭矩主要分布在衬砌板的拐角处。切向冻结力对渠道冻胀影响较小,在原渠道工况下,不考虑切向冻结力与考虑最大切向冻结力之间,最大挠度相差0.7 mm。针对不同地下水位的渠道,给出了衬砌板的安全厚度,可为现浇混凝土梯形渠道的抗冻胀设计提供参考和理论依据。