Spatial and temporal variations in aboveground and belowground biomass of Spartina maritima (small cordgrass) in created and natural marshes     

Jesús M. Castillo  Pablo Leira-Doce  Alfredo E. Rubio-Casal  Enrique Figueroa 《Estuarine, Coastal and Shelf Science》2008,78(4):819-826

Spartina species are commonly used for salt marsh manipulative projects, where aboveground and belowground biomasses are functional traits that play important roles, showing high spatial and temporal variations. This work analyses variations in AGB and BGB of Spartina maritima and abiotic environmental parameters along a chronosequence of six marshes created from 1997 to 2003 with disparate sediment dynamics, and adjacent natural marshes and unvegetated tidal flats. S. maritima behaved as an autogenic engineer, as its colonization of bare sediments yielded abiotic environmental changes: specifically, bed level rise accompanied by higher oxygenation and salinity. These modifications of the environment were site-specific, depending mainly on sedimentary dynamics. At the same time, abiotic environmental changes determined biomass production rates of S. maritima that were higher in more-accreting marshes; however, AGB was kept constant from early in its development (2 years). The increase in BGB with elevation seemed to be related to the inhibition of subsurface tissue development in anoxic sediments. Biomass accumulation and production varied markedly, depending on the spatial scale, indicating the relevance of the plot size chosen for the analysis of biomass of cordgrasses. Our results show that managers of salt marshes should consider sedimentary dynamics carefully when setting realistic expectations for success criteria of created and restored wetlands.  相似文献   

Meander hydrodynamics initiated by river restoration deflectors     

Tian Zhou  Ted Endreny 《水文研究》2012,26(22):3378-3392

River restoration projects have installed j‐hook deflectors along the outer bank of meander bends to reduce hydraulic erosion, and in this study we use a computational fluid dynamics (CFD) model to document how these deflectors initiate changes in meander hydrodynamics. We validated the CFD with streamwise and cross‐channel bankfull velocities from a 193° meander bend flume (inlet at 0°) with a fixed point bar and pool equilibrium bed but no j‐hooks, and then used the CFD to simulate changes to flow initiated by bank‐attached boulder j‐hooks (1^st attached at 70°, then a 2^nd at 160°). At bankfull and half bankfull flow the j‐hooks flattened transverse water surface slopes, formed backwater pools upstream of the boulders, and steepened longitudinal water slopes across the boulders and in the conveyance region off the mid‐channel boulder tip. Streamwise velocity and mass transport jets upstream of the j‐hooks were stilled, mid‐channel jets were initiated in the conveyance region, eddies with a cross‐channel axis formed below boulders, and eddies with a vertical axis were shed into wake zones downstream of the point bar and outer bank boulders. At half bankfull depth conveyance region flow cut toward the outer bank downstream of the j‐hook boulders and the secondary circulation cells were reshaped. At bankfull depth the j‐hook at 160° was needed to redirect bank‐impinging flow sent by the upstream j‐hook. The hooked boulder tip of both j‐hooks funneled surface flow into mid‐channel plunging jets, which reversed the secondary circulation cells and initiated 1 to 3 counter rotating cells through the entire meander. The main outer bank collision zone centered at 50° without the j‐hook was moved by the j‐hook to within and just beyond the 70° j‐hook boulder region, which displaced other mass transport zones downstream. J‐hooks re‐organized water surface slopes, streamwise and cross‐channel velocities, and mass transport patterns, to move shear stress from the outer bank and into the conveyance and mid‐channel zones at bankfull flow. At half bankfull flows a patch of high shear re‐attached to the outer bank below the downstream j‐hook. J‐hook geometry and placement within natural meanders can be analyzed with CFD models to help restoration teams reach design goals and understand hydraulic impacts. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

Streambank dewatering for increased stability     

F. Douglas Shields Jr  Andrew Simon  Seth M. Dabney 《水文研究》2009,23(11):1537-1547

Streambank erosion is often the dominant source of sediment leaving modified watersheds. Mass failure of high, steep banks is one of the most serious forms of streambank erosion. The risk of a given bank experiencing mass failure is a function of bank height, angle, and soil strength, which is governed by soil moisture. Two methods for bank dewatering were tested in adjacent sections of streambank bordering a deeply incised channel in northern Mississippi: a low‐cost pump system and subsurface horizontal drains. Pore water pressures (both positive and negative pressures, or matric suction) were continuously monitored for 2 years at the pumped site, at an adjacent untreated control section, and for 1 year at the site stabilized with horizontal drains. Resulting data were used to calculate a time series of the factor of safety using a computer model. Over the course of two wet seasons, average bank retreats for the control and pumped plots were 0·43 and 0·21 m, respectively. More limited monitoring revealed that the site with passive drains retreated about 0·23 m. At the pumped site pore water pressure was 3–4 kPa lower than at the control site during the most critical periods. Accordingly, computed factors of safety were above the failure threshold at the pumped site, but fell below unity at the control site on 11 occasions over the period of observation. Similarly, the drained site displayed generally lower pore water pressure and higher safety factors except for two events when drains were evidently overwhelmed with the volume of local surface and subsurface flows. These results suggest, but do not prove, that bank dewatering promoted lower rates of bank retreat and higher levels of stability since the three sites had slight differences in soils, geometry and boundary conditions. Initial cost of the dewatering treatments were significantly less than orthodox bank stabilization measures, but operation and maintenance requirements may be greater. Published in 2009 by John Wiley & Sons, Ltd.  相似文献   

Reef fishes recruited at midwater coral nurseries consume biofouling and reduce cleaning time in Seychelles,Indian Ocean     

S Frias-Torres  H Goehlich  C Reveret  PH Montoya-Maya 《African Journal of Marine Science》2015,37(3):421-426

In coral reef restoration, coral gardening involves rearing coral fragments in underwater nurseries prior to transplantation. These nurseries become fish-aggregating devices and attract biofouling. We hypothesised that: (1) the presence of corals at a nursery is critical to recruit fish assemblages and (2) the recruited fish assemblages control biofouling, reducing person-hours invested in nursery cleaning. Three midwater coral nurseries were deployed at 8?m depth for 27 months within the marine protected area of Cousin Island Special Reserve, Seychelles, Indian Ocean. Each nursery consisted of a 6?m×6?m PVC pipe frame, layered with a recycled 5.5-cm-mesh tuna net. Human cleaning effort was calculated based on daily dive logs. Nursery-associated fish assemblages and behaviour were video-recorded prior to harvesting corals after a 20-month growth period and seven months post-coral harvesting. The density (ind. m–2) of blue-yellow damselfish Pomacentrus caeruleus was 12–16 times higher when corals were present than when corals were absent at the nurseries. Fish assemblages recruited into the nurseries included three trophic levels, from herbivores to omnivores, in six families: Ephippidae, Pomacentridae, Labridae (Scarinae), Gobiidae, Siganidae and Monacanthidae. Higher abundance of large fish (total number of individuals) resulted in 2.75 times less person-hours spent in nursery cleaning. These results have important implications for cost-effective coral reef restoration.  相似文献   

库车坳陷东部吐格尔明背斜构造特征及其控藏作用     

柴少野  李传新  鲁雪松  卓勤功  公言杰 《地质学报》2023,97(5):1610-1629

库车坳陷东部吐格尔明背斜经历多期构造变形与断裂活动,地震资料品质差,油气水分布复杂。构造解析合理性直接影响对研究区构造运动学过程、动力学机制以及油气成藏规律的认识。本文以野外观测数据、钻井和地震数据为基础,对库车坳陷东部吐格尔明背斜进行构造解释,运用平衡剖面恢复原理,对研究区构造演化进行了恢复,在此基础上对构造控藏作用进行了探讨并指出了有利勘探区。结果表明,研究区主要发育吐孜洛克断层和吐格尔明断层,其中吐孜洛克断层主要从上新统库车组沉积期开始活动,活动强度大、控制了翼前巨厚的生长地层和现今吐格尔明大背斜的形成;吐格尔明断层从侏罗纪末开始陆续活动至今,控制古隆起的形成;研究区在平面上由南向北可依次划分为深部凹陷区、南翼斜坡区、中部背斜区以及北翼斜坡区四个区带。构造演化对不同区带的埋藏演化过程、储层物性特征和盖层保存条件具有明显的控制作用,其侏罗系有利勘探方向主要有：背斜斜坡背景上的局部构造高,背斜南翼和北翼斜坡带低部位的构造—岩性圈闭以及断层下盘的深部构造—岩性圈闭。  相似文献   

废弃矿山生态恢复工程地质灾害危险性评估方法探讨   总被引：1，自引：1，他引：0  

陈国华  陈昌彦  朱国祥  谢剑峰 《中国地质灾害与防治学报》2010,21(3):113-117

废弃矿山一般地处地质环境较复杂的山区,人类工程活动强烈,加之废弃矿山植被恢复工程的特殊性,与常规建设工程的地质灾害危险性评估相比,其工作方法和内容等都具有明显的区别。本文以北京市房山区霞云岭乡废弃矿山地质灾害危险性评估为实例,着重探讨了此项评估技术的基本思路、方法和技术手段等内容,以期为类似工程地质灾害危险性评估工作提供参考。  相似文献   

基于生态文明思想的围填海历史遗留问题处理理论与实践——以大连港太平湾港区和中新天津生态城为例          下载免费PDF全文

朱德洲  李耀如  温国义  徐谦 《海洋开发与管理》2022,39(1):31-37

长期大规模围填海活动在振兴沿海地区经济的同时,也严重破坏了海岸带生态系统。文章梳理了关于加强滨海湿地保护、严格管控围填海的一系列政策要求与技术指南;以大连港太平湾港区和中新天津生态城为例,分别分析了港口工业区和滨海生态旅游区的围填海历史遗留问题处理与生态保护修复实践,并提出了生态优先,绿色发展;自然恢复为主,人工修复为辅;陆海统筹,生态融合;问题导向,科学修复;科技支撑,示范带动等新发展阶段下海洋生态保护修复的建议。  相似文献   

半封闭海域生态修复策略研究——以渤海为例          下载免费PDF全文

张少春  宋静静  刘凯凯  于道德  李友训  马健  李彬  王先磊 《海洋开发与管理》2022,39(9):3-10

渤海作为我国唯一的半封闭型海域,是京津冀城市群蓬勃发展的战略支撑和关键依托,其生态环境的稳定与沿岸人类福祉息息相关,其生态环境修复是近年来该领域的研究热点。文章重点围绕全球气候变化和人类活动对渤海生态环境的影响进行了剖析,通过综合对比分析国内外其他类似水域或地区的生态修复既有成果,立足渤海水域特点和现状,提出动态思维与整体保护原则、生境连通性修复原则、不同时空尺度修复原则等生态修复原则,并指出渤海生态修复需理性规划渔业经济活动,统筹考虑渤海生态与冲淡水之间的关系,建议运用前瞻性的思维模式和理念,合理预测、规划、定位、配置、实施和维护渤海生态系统的稳定,重点探索应对全球气候变化的最佳适应性管理策略。  相似文献   

Water Flows Toward Power: Socioecological Degradation of Lake Urmia,Iran   总被引：1，自引：0，他引：1  

Azad Henareh Khalyani  Audrey L. Mayer  Emma S. Norman 《社会与自然资源》2014,27(7):759-767

Water is an invaluable resource, and equitable access to it is a fundamental human right. Disenfranchised groups often lose access to water resources because their interests are not well represented by decision makers. Excluding these groups from resource management policy often results in myopic decisions that contribute to further ecosystem damage. We describe the ecological degradation of Lake Urmia in Iran, which has recently experienced increased salinity and declining water quantity. The lake is a UNESCO Biosphere Reserve and Ramsar site, and supports unique biodiversity in the region. The lake's decline is driven by the destruction of Zagros forests and the government's water policies, which diverted water to more politically connected agricultural land users, increasing social inequity and prompting more deforestation. The most straightforward restoration solution is to discontinue the diversions and allow critical inflows to recharge Lake Urmia, preserving the lake and wetlands for migratory birds, tourists, and local communities.  相似文献   

自然恢复和人工促进恢复对侵蚀退化生态系统碳贮量的影响比较     

胥超  谢锦升  曾宏达  付林池  陈坦  杨玉盛 《福建地理》2014,(1):53-60

本研究以严重侵蚀退化马尾松林为研究对象,采取自然恢复和人工促进恢复2种措施对退化地进行修复,监测恢复前后生态系统碳贮量变化。结果表明:自然恢复和人工促进恢复后生态系统总碳贮量分别是恢复前的2.78和4.87倍,其中,植被层碳贮量分别是恢复前的14.30和30.87倍,土壤层碳贮量分别是恢复前的1.85和2.78倍。生态系统内土壤碳的恢复速率落后于植被。2种不同恢复措施相比,人工促进恢复的生态系统碳吸存速率显著快于自然恢复(P0.01),人工促进恢复后生态系统碳吸存速率是自然恢复的2.17倍,其中植被和土壤的吸存速率也分别是自然恢复的2.26倍和2.09倍。而且人工促进恢复后的退化系统,碳库在乔木层各器官的分配方式更符合健康生态系统的分配方式,系统功能和结构更加稳定,有利于系统后期恢复。因此,从退化生态系统恢复的紧迫性和长期性考虑,采取积极的人工促进恢复措施能维持退化系统快速、持续恢复。  相似文献