Syphons in tipping bucket rain gauges: How do they affect rainfall intensity estimates derived from inter-tip times?

IF 5.9 1区 地球科学 Q1 ENGINEERING, CIVIL Journal of Hydrology Pub Date : 2024-07-04 DOI:10.1016/j.jhydrol.2024.131629
David Dunkerley
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Abstract

Tipping-bucket rain gauges (TBRGs) are widely used globally to record rainfall amounts over nominated accumulation durations such as 15-minute rainfall, hourly rainfall, and daily rainfall. To reduce the under-estimation of rainfall amounts that results from high rates of inflow to the tipping buckets in intense rainfall, small syphons are commonly installed between the rain-collecting funnel and the bucket mechanism. The syphon is designed to regulate the inflow, reducing the systematic error inherent in the basic TBRG mechanism.

The inter-tip times (ITTs) of a TBRG are often used as a source of rainfall intensity data, since the ITTs provide the highest temporal resolution possible from such gauges. However, the influence of the syphon is generally neglected in this approach to intensity estimation. Experimental results are presented here from a high-quality TBRG fed with known rates of water inflow, simulating rain of various constant intensities. Tests were replicated with the syphon installed, and with it removed.

Results confirm that the syphon significantly perturbs the sequence of ITTs, causing apparent fluctuations in intensity that do not in fact exist. At least two factors contribute to this. The first is the lack of correspondence between syphon and bucket volumes, such that more than one syphon operation may be needed to fill one bucket. The second factor is the continued inflow to the syphon during its emptying cycle. This lengthens the time required for the syphon to cycle, as well as worsening any mismatch between the amount of water discharged through the syphon to the tipping-bucket mechanism and the bucket capacity. In fact, there can be no fixed relationship between the syphon discharge volume and the capacity of a TBRG bucket. Therefore, one syphon emptying cycle can deliver more than the nominal 0.2 mm needed to trigger a tip event, such that the varying excess (dependent on the rainfall intensity) drains to the second bucket, which in turn tips earlier than would be expected. Consequently, even at constant intensity, the ITTs display increased variability, with widely-varying apparent intensities among successive ITTs. The variance among ITTs is shown always to be greater in data from a syphon-equipped TBRG than from a “straight-through” (no-syphon) gauge, such that the reliability of intensity data obtained from the ITTs of a syphon-equipped TBRG are reduced by the presence of the syphon.

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翻斗雨量计中的虹吸器:它们如何影响根据倾角间时间得出的降雨强度估计值?
翻斗雨量计(TBRGs)在全球广泛应用,用于记录指定累积时间内的降雨量,如 15 分钟降雨量、每小时降雨量和每天降雨量。为减少因强降雨时雨水大量流入翻斗而导致的降雨量低估,通常会在集雨漏斗和翻斗装置之间安装小型虹吸器。虹吸器的设计目的是调节流入量,减少基本 TBRG 机制中固有的系统误差。TBRG 的倾角间时间(ITT)通常被用作降雨强度数据的来源,因为 ITT 提供了此类测量仪可能达到的最高时间分辨率。然而,这种强度估算方法通常会忽略虹吸器的影响。本文介绍的是一个高质量 TBRG 的实验结果,该 TBRG 采用已知的进水速率,模拟了各种恒定强度的降雨。结果证实,虹吸器极大地扰乱了 ITT 的序列,导致实际上并不存在的明显强度波动。至少有两个因素造成了这种情况。第一个因素是虹吸器和水桶容积之间缺乏对应关系,因此一个水桶可能需要不止一次的虹吸器操作才能装满。第二个因素是,在虹吸器的清空周期内,会有持续的水流入虹吸器。这延长了虹吸器循环所需的时间,并加剧了通过虹吸器排入翻斗装置的水量与水桶容量之间的不匹配。事实上,虹吸器的排水量与 TBRG 铲斗的容量之间不可能存在固定的关系。因此,一个虹吸器排空周期的排水量可能会超过触发倾倒事件所需的 0.2 毫米的额定值,这样就会有不同程度的多余水量(取决于降雨强度)排入第二个水桶,而第二个水桶又会比预期更早地倾倒。因此,即使在强度恒定的情况下,ITT 的变化也会增加,连续 ITT 之间的表观强度会有很大差异。与 "直通式"(无虹吸管)雨量计的数据相比,装有虹吸管的雨量计的 ITT 之间的差异更大,因此,从装有虹吸管的雨量计的 ITT 中获得的强度数据的可靠性会因虹吸管的存在而降低。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Journal of Hydrology
Journal of Hydrology 地学-地球科学综合
CiteScore
11.00
自引率
12.50%
发文量
1309
审稿时长
7.5 months
期刊介绍: The Journal of Hydrology publishes original research papers and comprehensive reviews in all the subfields of the hydrological sciences including water based management and policy issues that impact on economics and society. These comprise, but are not limited to the physical, chemical, biogeochemical, stochastic and systems aspects of surface and groundwater hydrology, hydrometeorology and hydrogeology. Relevant topics incorporating the insights and methodologies of disciplines such as climatology, water resource systems, hydraulics, agrohydrology, geomorphology, soil science, instrumentation and remote sensing, civil and environmental engineering are included. Social science perspectives on hydrological problems such as resource and ecological economics, environmental sociology, psychology and behavioural science, management and policy analysis are also invited. Multi-and interdisciplinary analyses of hydrological problems are within scope. The science published in the Journal of Hydrology is relevant to catchment scales rather than exclusively to a local scale or site.
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