远程浊度监测浮标弹性系泊设计

H.O. Berteaux, B.G. Petolas
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引用次数: 0

摘要

1996年12月,大温哥华水区(GVWD)与METOCEAN签订合同,设计和开发特殊的仪器浮标系统,以远程监测加拿大不列颠哥伦比亚省温哥华附近城市水库淡水浑浊度的变化。通常,这些浮标系统由一个支持射频遥测链路的中心浮标和一条数据线组成,数据线带有两个浊度传感器,一个靠近水面,一个靠近水库底部。这个浮标是用弹性双锚固定在车站上的。三个较小的浮标为数据线提供服务,并设置/回收双地腿,完成系统。本文首先回顾了环境要求和规定的设计准则。大范围的水位变化,遥测浮标下为传感器和数据线提供明确间距的必要性,以及在闸门打开时偶尔出现的强电流,导致选择双地作为最理想的系泊配置。选择部分由弹性索和部分由链条组成的复合系泊装置来制造双地腿的理由。本文给出了系泊系统的设计分析方法,并对系泊系统的主要组成部分进行了描述。然后介绍了该系统的遥测组件。数据从浊度传感器收集,并通过射频链路遥测到水库大坝的接收站。然后将这些数据传输到GVWD SCADA系统,以便根据需要进行评估和采取行动。双沼地和相关服务浮标的实施需要仔细的规划和执行,下文对此进行了总结。最后,本文简要介绍了类似浮标系统的其他潜在应用。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Design of an elastic mooring for remote turbidity monitoring buoys
In December 1996, the Greater Vancouver Water District (GVWD) contracted to METOCEAN the design and development of special, instrumented buoy systems to remotely monitor changes in fresh water turbidity of city reservoirs in the vicinity of Vancouver, British Columbia, Canada. Typically, these buoy systems consist of a central buoy supporting an RF telemetry link and a data line with two turbidity sensors located one near the surface and one near the reservoir bottom. This buoy is held on station with an elastic bi-moor. Three smaller buoys to service the data line and set/recover the bi-moor legs complete the system. This paper first reviews the environmental requirements and specified design criteria. The large range of water level variations, the necessity for providing clear spacing under the telemetry buoy for the sensors and the data line, and the presence of occasional strong currents at the time of gate openings, led to the selection of a bi-moor as the most desirable mooring configuration. Rationales for the selection of a compound mooring partly made of elastic cord and partly made of chain to fabricate the bi-moor legs. Methods of analysis for their design, and description of the main components of these moorings are nest presented. The paper then addresses the telemetry components of the system. Data are collected from the turbidity sensors and telemetered via RF link to a receiving station at the reservoir dam. These data are then transferred to the GVWD SCADA system for evaluation and action as required. The implementation of the bi-moor and associated service buoys required careful planning and execution which are summarized nest. Finally, the paper concludes with a short description of other potential applications for similar buoy systems.
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