首页> 外文会议>CDS Report No.508; Western Dredging Association Technical Conference; Texas Aamp;M Dredging Seminar; 20060625-28; 20060625-28; San Diego,CA(US); San Diego,CA(US) >LONG TERM STABILITY OF CAPPED DREDGED MATERIAL DISPOSAL MOUNDS: STAMFORD NEW HAVEN NORTH AND CAP SITE 2 IN LONG ISLAND SOUND
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LONG TERM STABILITY OF CAPPED DREDGED MATERIAL DISPOSAL MOUNDS: STAMFORD NEW HAVEN NORTH AND CAP SITE 2 IN LONG ISLAND SOUND

机译:覆膜不良材料处置层的长期稳定性:长岛声音的斯坦福新哈芬北部和CAP站点2

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The first two open water capped disposal mounds to be engineered (rather than formed by dredging sequence) were created in Long Island Sound in 1979 by the Disposal Area Monitoring System (DAMOS). In 1983, two more mounds were created to further test the approach. In all of these mounds, dredged sediments considered unsuitable for unconfined open water disposal (UDM) were point-dumped. The mounds were surveyed to define the disposal footprint on the seafloor and then covered by controlled disposal of capping dredged material (CDM, material suitable for unconfined open water disposal). Physical, biological and chemical monitoring of the mounds established that UDM layers were isolated from the marine environment; coring studies in 1990 provided additional evidence of stability and isolation.rnIn 2004, two of these mounds were revisited, cored and subsamples of sediment layers analyzed to compare with previous results. The Stamford-New Haven North mound (STNH-N) provided a 25-year record and the Cap Site 2 mound (CS-2) provided a 19-year record of placement and capping of dredged material.rnThe results of the coring study provided clear and consistent data showing that the CDM over UDM sequence remained intact with a well-defined interface between the intervals at both mounds. At STHN-N, the thickness of the CDM interval compared well with the distribution of CDM mapped following the original formation of the mound, taking into account the expected long-term consolidation of the hydraulically dredged CDM. At CS-2, the thickness of the CDM was more variable, reflecting the mechanical dredging that was used in the project, but there was no apparent reduction of CDM thickness over time. At both sites, a surficial layer was noted above the CDM, indicating net deposition since formation of the mounds. The maintenance of the CDM thickness over time and the overlying net deposition provide evidence that the UDM interval remains physically isolated from the overlying waters and unaffected by potential erosive events or other surface disturbances.rnSediments in cores were classified visually into horizons (surficial, UDM, CDM, older dredged material, native sediments). Bulk sediment data and detailed sedimentological analysis supported these classifications: physical contacts between layers were distinct and undisturbed. Comparison of 1990 and 2004 sediment data indicated similar horizons were observed in both surveys. The 2004 analytical results did not suggest any physical mixing of sediments from the UDM into the CDM, supporting a conclusion that UDM has been physically stable and isolated within the sediment column of these disposal mounds in Long Island Sound for up to 25 years.
机译:1979年,处置区域监测系统(DAMOS)在长岛海湾创建了要设计的前两个开放水域封顶土堆(而不是通过挖泥顺序形成)。 1983年,又创建了两个土墩,以进一步测试该方法。在所有这些土丘中,被认为不适合进行无限制开放水处理(UDM)的疏dr沉积物被逐点倾倒。对这些土丘进行了调查,以确定了在海底的处置足迹,然后通过有盖疏dr物料(CDM,适合无限制露天水处置的物料)的受控处置进行覆盖。对土丘的物理,生物和化学监测表明,UDM层与海洋环境隔离; 1990年进行的取芯研究提供了进一步的稳定性和隔离性证据。2004年,对其中两个土丘进行了重新考察,取芯并分析了沉积物层的子样本,以与以前的结果进行比较。斯坦福-纽黑文北丘(STNH-N)提供了25年的记录,而帽盖站点2丘(CS-2)提供了疏year材料的放置和封顶的19年记录。清晰一致的数据表明,在UDM序列上的CDM保持完整,并且在两个土墩的间隔之间具有明确定义的界面。在STHN-N处,考虑到水力疏CD CDM的预期长期固结,CDM间隔的厚度与在土丘原始形成后绘制的CDM分布相比较。在CS-2,CDM的厚度变化更大,这反映了项目中使用的机械疏ed,但是CDM的厚度并没有随着时间的推移而明显减少。在这两个位置上,在CDM上方都发现了一个表层,表明自从土丘形成以来就出现了净沉积。随着时间的推移,CDM厚度的保持和上覆的净沉积量提供了证据,表明UDM间隔与上覆水体保持物理隔离,不受潜在侵蚀事件或其他表面扰动的影响。 CDM,较旧的疏material物料,天然沉积物)。大量的沉积物数据和详细的沉积学分析支持以下分类:层之间的物理接触是明显且不受干扰的。比较1990年和2004年的沉积物数据表明,在两次调查中都观察到了相似的层位。 2004年的分析结果表明,从UDM到CDM的沉积物没有任何物理混合,支持了这样的结论,即UDM在长岛峡的这些处置土丘的沉积物柱内长达25年,在物理上是稳定的并且被隔离。

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