大理州潜在蒸散量的计算及应用

利用云南大理州12个气象站1961—2010年气温、日照、风速、蒸发量等观测资料,运用彭曼—蒙蒂斯公式计算大理州潜在蒸散量及湿润度指数,并对大理州潜在蒸散量的时空分布特征进行分析,对干旱情况进行评价。结果表明,大理州潜在蒸散量东部大,南部次之,北部最小。月潜在蒸散量5月最大,12月最小,1—5月递增,5—12月递减。1994—2010的平均潜在蒸散量明显大于1961—1993年。大理州潜在蒸散量与降水量、水汽压、气温、净辐射呈显著正相关关系,与风速没有明显的相关关系。正常年份大理州11月至次年5月都存在不同程度的干旱。     

黄河三角洲农牧业生产潜力

本文从对黄河三角洲的宜农地和宜牧地的分析入手,对该区农作物生产潜力、牧草及载畜量潜力进行了探讨。并针对目前农牧业生产水平和存在的问题,提出了相应的对策。     

海南岛“0810”特大暴雨物理量诊断及多普勒特征分析

应用常规观测、海口多普勒回波及NCEP1×1°再分析等资料,对2008年10月12～15日海南特大暴雨成因进行诊断分析,并揭示了暴雨过程中的多普勒回波特征。结果表明：导致海南岛产生强降水的主要原因是热带低压移动缓慢和弱冷空气的低层入侵;当冷暖空气交绥,大气温湿结构发生突变,θse面陡立造成对流系统斜压发展,激发位势不稳定能量释放。正差动假相当位温平流意味着低层暖湿空气的平流大于高层,加强了层结对流不稳定发展;在斜压扰动作用下,对流层中层正差动涡度平流和低压东侧的暖平流破坏了海南岛的准地转平衡,动力强迫和热力强迫共同作用激发了次级环流,导致暴雨区上空的垂直运动的发展,促使暴雨增强。充沛的水汽输送及水汽的强烈辐合,为暴雨发生的有利水汽条件。多普勒径向速度揭示了暴雨区低层冷平流高层暖平流、风向风速的垂直切变大的垂直结构以及持续性的强烈辐合等等特征,回波停滞和＂列车效应＂使降水增幅,降水回波的性质差异,可造成强降水区域分布的不同。     

Formation of intrathermocline eddies at ocean fronts by wind-driven destruction of potential vorticity

A mechanism for the generation of intrathermocline eddies (ITEs) at wind-forced fronts is examined using a high resolution numerical simulation. Favorable conditions for ITE formation result at fronts forced by “down-front” winds, i.e. winds blowing in the direction of the frontal jet. Down-front winds exert frictional forces that reduce the potential vorticity (PV) within the surface boundary in the frontal outcrop, providing a source for the low-PV water that is the materia prima of ITEs. Meandering of the front drives vertical motions that subduct the low-PV water into the pycnocline, pooling it into the coherent anticyclonic vortex of a submesoscale ITE. As the fluid is subducted along the outcropping frontal isopycnal, the low-PV water, which at the surface is associated with strongly baroclinic flow, re-expresses itself as water with nearly zero absolute vorticity. This generation of strong anticyclonic vorticity results from the tilting of the horizontal vorticity of the frontal jet, not from vortex squashing. During the formation of the ITE, high-PV water from the pycnocline is upwelled alongside the subducting low-PV surface water. The positive correlation between the ITE’s velocity and PV fields results in an upward, along-isopycnal eddy PV flux that scales with the surface frictional PV flux driven by the wind. The relationship between the eddy and wind-induced frictional PV flux is nonlocal in time, as the eddy PV flux persists long after the wind forcing is shut off. The ITE’s PV flux affects the large-scale flow by driving an eddy-induced transport or bolus velocity down the outcropping isopycnal layer with a magnitude that scales with the Ekman velocity.     

“海棠”台风(2005)暴雨过程数值模拟及位涡分析

采用WRF模式对2005年"海棠"台风登陆福建省前后24h内所造成的降水过程进行了数值模拟,在此基础上,利用模式输出结果,借助位涡理论分析位涡与台风低压流场及降水的关系,并结合对风场、相当位温、相对湿度等诊断量的分布特征分析,探讨了台风强降水的发展和维持机制。结果表明,310K等熵面上高位涡发展演变较好反映了台风低压系统路径移动以及强度变化的过程。暴雨中心主要出现在位涡大值区及其偏东北方向,且位涡气块回旋少动,与暴雨的发展维持密切相关。高位涡区主要位于等熵面坡度和梯度最大处,当等熵面上下贯通,对流层高层的高位涡沿等熵面下传,形成位涡柱时,有利于暴雨增幅。台风环流内水汽充足,上升运动强烈,也有助于此次台风降水强度持续强大。     

“低温雨雪冰冻”天气过程锋区特征分析

2008年年初低温雨雪冰冻期间(包括4次过程),冷暖气团长期对峙是"低温雨雪冰冻"天气持续的主要原因;准静止锋稳定、少动,锋面较平缓;等θse经向和垂直向梯度不断加强;冷暖气团形成的逆温很明显;主锋区前部上空存在多层锋区现象;锋区渐强,最强时在10个纬度内南北温差超过20℃;相对湿度≥90%的高湿度区的移动趋势、范围、垂直伸展高度均与4次过程吻合较好;锋生函数的分布与等θse密集区的分布一致,呈向北倾斜上升状,滇黔地区准静止锋区域内,多数时间段有锋生发生,华南地区上空静止少动的锋生中心,正是低温雨雪冰冻期间准静止锋长期稳定的原因之一;南北风交界线的移动趋势与低温雨雪冰冻过程趋势一致,4次过程都伴有偏南风低空急流;当副热带高空急流逐渐加强、水平风垂直切变加强并向下伸展时,低空急流加强;高位涡舌向下伸展,高纬度的高位涡舌与主锋区的中高层相对应,中纬度高位涡舌与副热带锋区对应;湿位涡斜压项PMV2量级较小,但其与,4次过程的对应关系非常好;锋区上界和下界等熵面上的气流能较好地反映准静止锋区上、下界特征;约290 K等熵面上(锋区下界以下)在贵州均为偏东气流,这是贵州及江南大部分地区长时间维持低层冷气团的主要原因.     

贵州开阳地区富磷矿成矿作用过程与找矿潜力

贵州开阳地区是我国富磷矿集中分布区。近年来,通过产学研协同创新、联合攻关,实现了磷矿理论创新,推动了该区磷矿找矿突破;厘清了开阳地区磷矿成矿受黔中古陆长期剥蚀夷平的平缓海岸型的无障壁海滩(缓坡浅滩)环境控制;建立了富磷矿"三阶段"动态磷矿成矿模式,阐明了"富"的成矿作用过程,即原始生物-化学、波浪波选(机械)暴露淋滤、磷质沉淀胶结成矿作用。建立新的磷矿区域成矿模式和地质找矿预测模型,开展找矿预测,通过工程验证,估算磷矿资源量(333+334?) 54892万吨,取得了富磷矿找矿新的重大突破。预测区内富磷矿还有8亿吨的找矿潜力。     

滦赤路延庆段典型危岩发育特征及防治措施

滦赤路位于北京市延庆区北部山区,由于公路依山势沿沟谷山坡修建,山高坡陡,两侧边坡存在较多的危岩体,威胁到过往车辆及行人的安全。在对滦赤路(延庆段)危岩体进行详细野外调查的基础上,结合危岩体发育区的地形地貌、地层岩性、地质构造等地质环境条件,选取了两处典型危岩体,分析了典型危岩体的发育特征,研究了危岩体的形成影响因素和失稳机理,评价了危岩体的稳定性,并针对典型危岩体提出了相应的防治措施建议。     

Numerical assessment of tsunami attack on a rubble mound breakwater using OpenFOAM®

A numerical assessment study of tsunami attack on the rubble mound breakwater of Haydarpasa Port, located at the southern entrance of the Istanbul Bosphorus Strait in the Sea of Marmara, Turkey, is carried out in this study using a Volume-Averaged Reynolds-Averaged Navier-Stokes solver, IHFOAM, developed in OpenFOAM^® environment. The numerical model is calibrated with and validated against the data from solitary wave and tsunami overflow experiments representing tsunami attack. Furthermore, attack of a potential tsunami near Haydarpasa Port is simulated to investigate effects of a more realistic tsunami that cannot be generated in a wave flume with the present state of the art technology. Discussions on practical engineering applications of this type of numerical modeling studies are given focusing on pressure distributions around the crown-wall of the rubble mound breakwater, and the forces acting on the single stone located behind the crown-wall at the rear side of the breakwater. Numerical modeling of stability/failure mechanism of the overall cross-section is studied throughout the paper.The present study shows that hydrodynamics along the wave flume and over the breakwater can be simulated properly for both solitary wave and tsunami overflow experiments. Stability of the overall cross-section can only be simulated qualitatively for solitary wave cases; on the other hand, the effect of the time elapsed during tsunami overflow cannot be reflected in the simulations using the present numerical tool. However, the stability of the overall cross-section under tsunami overflow is assessed by evaluating forces acting on the rear side armor unit supporting the crown-wall of the rubble mound breakwater as a practical engineering application in the present paper. Furthermore, two non-dimensional parameters are derived to discuss the stability of this armor unit; and thus, the stability condition of the overall cross-section. Approximate threshold values for these non-dimensional parameters are presented comparing experimental and numerical results as a starting point for engineers in practice. Finally, investigations on the solitary wave and tsunami overflow experiments/simulations are extended to the potential tsunami simulation in the scope of both representation of a realistic tsunami in a wave flume and stability of the rubble mound breakwater.     

“7.20”华北特大暴雨过程中低涡发展演变机制研究

利用中国地面加密自动站观测资料、北京地区雷达探测资料、NCEP （1°×1°） FNL资料、ECMWF ERA Interim （0.125°×0.125°）逐日再分析资料等,对造成2016年7月19-20日华北极端暴雨中的低涡系统发展演变的结构特征和加强机制进行了研究。华北地区这次特大暴雨过程出现了3个阶段降水,其中与低涡系统强烈发展对应的第2阶段降水是本次华北暴雨过程的主要降水阶段。针对该低涡的分析表明：（1）850 hPa以西南低涡为中心的低压带中,在河南西北部新生低涡系统,并且其在向华北地区移动过程中显著加强,该低涡系统在空间结构上,从倾斜涡柱逐渐发展成近乎直立的、贯穿整个对流层的深厚低涡系统;（2）中低层低涡系统快速发展过程与高低空系统构成耦合作用有关：低层低涡系统显著加强之前,对流层上层（300-200 hPa）首先出现高空槽异常加深并向南发展,该高空槽发展的开始阶段与其本身冷暖平流造成的斜压发展过程对应;而后,随着高纬度平流层高位涡沿等熵面向南运动,造成华北地区对流层上层涡度增强,形成正位涡异常区;当这一正位涡异常区叠加在对流层中低层锋区上空时,造成对流层中低层气旋快速发展并向下伸展,诱发河南西北部的新生气旋;低涡系统的发展进一步强化了低空暖平流,促使低空气旋向东北方向发展"移动"（本质上是暖平流前端造成的气旋发展）,这一动力学过程反过来使高层的涡度增强;这一正反馈过程形成的耦合环流不仅造成了整个涡度柱强度增强,而且垂直结构上逐渐由倾斜涡柱演变为近乎于直立的涡柱;（3）随着低涡系统增强,极大地加强了垂直上升运动并触发了对流,形成大范围的强降水,大量的凝结潜热释放,造成了低层低涡系统在强降水开始阶段的快速发展和增强;20日00时（世界时）以后,虽然对流活动显著减弱,但低涡系统的加深维持了大范围强降水过程的持续。强降水与低涡发展的正反馈过程是这次华北暴雨得以长时间维持的重要机制之一,这一过程形成的持续性潜热释放也是对流层中上层低涡系统热力结构发生改变的重要原因。