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A simple streamflow forecasting scheme for the Ganges Basin.

机译:恒河盆地的一种简单的流量预报方案。

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摘要

This thesis develops two statistical models to predict Ganges river discharge at Hardinge Bridge in Bangladesh near India/Bangladesh border using only the previous local flow and upstream rainfall. Current operational flood forecasting in Bangladesh provides no more than 3-day lead-time forecast, matching the time it takes water in the Ganges to flow through Bangladesh, mainly due to the unreleased river flow information from India. The upstream rainfall used in this thesis is derived from freely available gridded precipitation data estimated from observed daily precipitation from the rain-gauge-observation network. The Ganges is a highly seasonal river with high discharge during July to October, and for other time the monthly mean discharge is smaller than one eighth of the critical flood level at Hardinge Bridge. Historical discharge data shows that almost all floods at Hardinge Bridge happened in August and September during the peak flow season, which is one month lagged in respect to peak season of upstream rainfall. As a result, the selected forecasting period is August-September. The first model, termed Q---Q, utilizes the persistence of previous stream flow (Q) to make predictions of future discharge. The model is able to provide promising forecasting performance within a 3-day horizon. The second model, termed Q+P---Q, combines upstream rainfall (P) with previous values of discharge to predict river flow. Results show that the Q---Q model has comparable forecast ability to Q+P---Q model within 5-day horizon, but Q+P---Q model begins to show advantage beyond 5-day horizon. For 10-day lead-time forecast, Q+P---Q model can explain 20% more variance in river discharge than Q---Q model when no rainfall forecast is included. The utility of rainfall forecast in flow predictions is also examined, model performances of 10-day lead-time flow forecast are compared when different lead-time rainfall forecasts are incorporated, and results suggest that 8-day rainfall forecast yields the best predicting capability while 6-day rainfall forecast is able to generate comparable model result. This thesis also assesses the impact of basin scale on flow forecasting capability. Two more rivers of different drainage area are studied, Mississippi River at Clinton and Des Moines River at Keosauqua. Experiments indicate that flow forecasting capability deteriorates with the decreasing catchment size. In addition, this thesis compares hybrid model, which was proposed by Nash and Barsi (1983) and particularly developed for highly seasonal rivers, with the proposed two models in their performances. Results show that for 10-day lead-time flow forecast, Q+P---Q model outperforms hybrid model during August and September, but hybrid model provides better forecast ability than Q---Q model for whole-year forecasting.
机译:本文建立了两个统计模型,仅使用先前的局部流量和上游降水量来预测印度/孟加拉国边界附近孟加拉国哈丁格大桥的恒河流量。孟加拉国目前的业务洪水预报提供的提前期预报不超过3天,与恒河中的水流过孟加拉国所需的时间相当,这主要是由于印度未公开的河流流量信息所致。本文使用的上游降水量来自可自由获取的网格降水数据,该数据是根据雨量观测网的每日日降水量估算得出的。恒河是一个高度季节性的河流,在7月至10月期间有高流量,而在其他时间,每月平均流量小于Hardinge桥的临界洪水位的八分之一。历史流量数据表明,哈丁大桥几乎所有的洪水都发生在高峰流量季节的8月和9月,相对于上游降雨的高峰季节而言,这是一个月的滞后。结果,所选的预测期为八月至九月。第一个模型称为Q--Q,它利用先前的水流(Q)的持续性来预测未来的排放量。该模型能够在3天的时间内提供有希望的预测效果。第二个模型称为Q + P --- Q,它将上游降雨(P)与先前的流量值结合起来以预测河流流量。结果表明,Q--Q模型在5天的时间范围内具有与Q + P--Q模型相当的预测能力,但Q + P--Q模型开始在5天的时间范围内显示出优势。对于10天的提前期预报,当不包括降雨预报时,Q + P --- Q模型可以比Q --- Q模型解释河流流量变化多20%。还检查了降雨预测在流量预测中的效用,比较了不同提前期降雨预测时10天提前期流量预测的模型性能,结果表明8天降雨预测产生了最佳的预测能力,而6天的降雨预报能够生成可比的模型结果。本文还评估了流域规模对流量预报能力的影响。研究了另外两个不同流域的河流,克林顿的密西西比河和克索夸的得梅因河。实验表明,随着集水面积的减小,流量预报能力下降。此外,本文还比较了由Nash和Barsi(1983)提出的混合模型,该混合模型特别针对高度季节性河流开发,并在性能上与这两种模型进行了比较。结果表明,对于10天的提前期流量预测,Q + P --- Q模型在8月和9月的表现优于混合模型,但对于全年预测,混合模型提供的预测能力要优于Q-Q模型。

著录项

  • 作者

    Jiang, Yudan.;

  • 作者单位

    Tufts University.;

  • 授予单位 Tufts University.;
  • 学科 Hydrologic sciences.;Statistics.;Water resources management.
  • 学位 M.S.
  • 年度 2013
  • 页码 63 p.
  • 总页数 63
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

  • 入库时间 2022-08-17 11:42:18

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