A model of temporal and spatial river network evolution with climatic inputs

IF 2.6 Q2 WATER RESOURCES
Allen G. Hunt, Behzad Ghanbarian, Boris Faybishenko
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Abstract

Predicting the temporal and spatial evolution of the river network is part of the Earth's critical zone investigations, which has become an important endeavor. However, modeling integration of the river network and critical zone over millions of years is rare. We address the problem of how to predict integrated river length development as a function of time within a framework of addressing the critical zone depth as a function of time. In case of groundwater-river interaction, we find a non-linear spatio-temporal scaling relationship between time, t , and total river length L , given by t ≈ L p with power p being near 1.2. The basis of our model is the presumption that groundwater flow paths are relevant to river integration. As river integration may proceed over disconnected basins with irregular relief, the relevant optimal subsurface flow paths are proposed to be defined within a 3D network, with optimal path exponent 1.43. Because the 2D model of the river length has already been shown to relate to a power of the Euclidean distance across a drainage basin with the predicted universal optimal path exponent from percolation theory, D opt = 1.21, the optimal groundwater paths should relate to the surface river length with an exponent equaling the ratio 1.43/1.21 = 1.18. To define a predictive relationship for the river length, we need to use specific length and time scales. We assume that the fundamental specific length scale is a characteristic particle size (which is commonly used to define the pore scale flow network), and the fundamental time scale is the ratio of the particle size to the regional groundwater flow rate. In this paper, we consider cases of predicting spatio-temporal scaling of drainage organization in the southwestern USA–the Amargosa, Mojave, Gila (and its tributaries) and the Rio Grande, and Pecos Rivers. For the Mojave and Gila Rivers, theoretical results for time scales of river integration since ca. 10 Ma are quite predictive, though the predicted time scales exceed observation for the Rio Grande and Pecos.
气候输入下河网时空演化模式
河网时空演变预测是地球关键带研究的重要内容之一,已成为地球关键带研究的重要内容。然而,对河网和临界带进行数百万年的综合建模是罕见的。在解决临界带深度作为时间函数的框架内,我们解决了如何预测作为时间函数的综合河流长度发展的问题。在地下水-河流相互作用的情况下,我们发现时间、t和河流总长度L之间存在非线性时空标度关系,即t≈L p,幂p接近1.2。我们的模型的基础是假设地下水流道与河流整合有关。考虑到河流整合可能在不规则地形的断连流域进行,建议在三维网络中定义相应的最优地下流道,最优路径指数为1.43。由于河流长度的二维模型已经被证明与跨流域的欧几里得距离的幂有关,并与渗流理论预测的通用最优路径指数D opt = 1.21有关,因此最优地下水路径应该与地表河流长度有关,其指数等于1.43/1.21 = 1.18。为了确定河流长度的预测关系,我们需要使用特定的长度和时间尺度。我们假设基本比长尺度为特征粒径(通常用于定义孔隙尺度流网络),基本时间尺度为粒径与区域地下水流速之比。本文以美国西南部的阿玛戈萨河、莫哈韦河、吉拉河(及其支流)、里奥格兰德河和佩科斯河为例,对流域组织的时空尺度进行了预测。对于莫哈韦河和吉拉河来说,大约10 Ma以来河流整合的时间尺度的理论结果具有很强的预测性,尽管预测的时间尺度超过了格兰德河和佩科斯河的观测结果。
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
Frontiers in Water
Frontiers in Water WATER RESOURCES-
CiteScore
4.00
自引率
6.90%
发文量
224
审稿时长
13 weeks
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