Runoff non-recovery of ACT water catchments

S. Mana, T. Peterson, S. Lade, B. Croke, T. Iwanaga
{"title":"Runoff non-recovery of ACT water catchments","authors":"S. Mana, T. Peterson, S. Lade, B. Croke, T. Iwanaga","doi":"10.36334/modsim.2023.mana","DOIUrl":null,"url":null,"abstract":": Recent studies have revealed that catchments may not always recover from drought conditions (Peterson et al., 2021). Such runoff non-recovery results in less runoff per unit rainfall under comparable catchment conditions and therefore potentially has significant implications for water resource planning. Given that the ACT water is sourced from three main catchments (Cotter, Queanbeyan, and Murrumbidgee) it is imperative to understand if these catchments also display non-recovery and thus a finite catchment resilience to droughts. In this study, non-recovery was analysed at 18 stream gauges using linear regression between rainfall and Box-Cox transformed streamflow (Saft et al., 2015). Pre-drought, drought and post-drought periods were defined a priori and within the regression, each had a different intercept. This resulted in each period having the same slope, as shown in Figure 1. For the gauge (Cotter River at Gingera) shown in Figure 1, in the period following the millennium drought, the rainfall-runoff relationship resembles that from during the drought. This suggests that the catchment has not recovered from the drought. Figure 2 shows that out of the 18 gauges examined, 94% (n=17) present evidence of a runoff shift during droughts. Of these, 35% (n=6) show minimal recovery after the millennium drought. Examining the magnitude of the shift in the rainfall-runoff relationship (at mean annual precipitation), 56% (n=10) of the gauges show a downward shift greater than 14.6 mm/year of runoff. All the gauges observed in the Queanbeyan and Murrumbidgee Rivers and five gauges in the Cotter River exhibit signs of non-recovery (Figure 2). Overall, these findings suggest that the ACT water supply catchments do experience shifts and non-recovery in their rainfall-runoff relationships. Future","PeriodicalId":390064,"journal":{"name":"MODSIM2023, 25th International Congress on Modelling and Simulation.","volume":"1 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2023-08-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"MODSIM2023, 25th International Congress on Modelling and Simulation.","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.36334/modsim.2023.mana","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

Abstract

: Recent studies have revealed that catchments may not always recover from drought conditions (Peterson et al., 2021). Such runoff non-recovery results in less runoff per unit rainfall under comparable catchment conditions and therefore potentially has significant implications for water resource planning. Given that the ACT water is sourced from three main catchments (Cotter, Queanbeyan, and Murrumbidgee) it is imperative to understand if these catchments also display non-recovery and thus a finite catchment resilience to droughts. In this study, non-recovery was analysed at 18 stream gauges using linear regression between rainfall and Box-Cox transformed streamflow (Saft et al., 2015). Pre-drought, drought and post-drought periods were defined a priori and within the regression, each had a different intercept. This resulted in each period having the same slope, as shown in Figure 1. For the gauge (Cotter River at Gingera) shown in Figure 1, in the period following the millennium drought, the rainfall-runoff relationship resembles that from during the drought. This suggests that the catchment has not recovered from the drought. Figure 2 shows that out of the 18 gauges examined, 94% (n=17) present evidence of a runoff shift during droughts. Of these, 35% (n=6) show minimal recovery after the millennium drought. Examining the magnitude of the shift in the rainfall-runoff relationship (at mean annual precipitation), 56% (n=10) of the gauges show a downward shift greater than 14.6 mm/year of runoff. All the gauges observed in the Queanbeyan and Murrumbidgee Rivers and five gauges in the Cotter River exhibit signs of non-recovery (Figure 2). Overall, these findings suggest that the ACT water supply catchments do experience shifts and non-recovery in their rainfall-runoff relationships. Future
澳大利亚首都地区集水区的径流未恢复
最近的研究表明,集水区可能并不总能从干旱条件中恢复(Peterson等人,2021)。在类似的集水区条件下,这种径流不恢复导致单位降雨径流较少,因此可能对水资源规划产生重大影响。考虑到澳大利亚首都地区的水来自三个主要集水区(Cotter、Queanbeyan和Murrumbidgee),有必要了解这些集水区是否也表现出不可恢复性,因此对干旱的恢复能力有限。在本研究中,使用降雨量与Box-Cox转换后的流量之间的线性回归分析了18个流量计的不恢复情况(Saft et al., 2015)。干旱前、干旱和干旱后时期是先验定义的,在回归中,每个时期都有不同的截距。这导致每个周期具有相同的斜率,如图1所示。对于图1所示的测量(Gingera的Cotter河),在千年干旱之后的一段时间里,降雨量与径流的关系与干旱期间相似。这表明该流域还没有从干旱中恢复过来。图2显示,在检查的18个仪表中,94% (n=17)提供了干旱期间径流转移的证据。其中,35% (n=6)在千年干旱后显示出最小的恢复。考察降雨-径流关系的变化幅度(以年平均降水量为单位),56% (n=10)的测量仪显示,径流的下降幅度大于14.6毫米/年。在Queanbeyan和Murrumbidgee河中观察到的所有仪表以及在Cotter河中的五个仪表都显示出不恢复的迹象(图2)。总的来说,这些发现表明ACT供水集水区在其降雨-径流关系中确实经历了变化和不恢复。未来
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
来源期刊
自引率
0.00%
发文量
0
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信