the Creative Commons Attribution 4.0 License.
the Creative Commons Attribution 4.0 License.
Residence time dynamics in fragmented river networks, a mechanistic modelling approach using optimal channel networks
Abstract. Hydrological models often lack the capacity to explicitly connect river network topology with dynamic water balance processes and localised flow disturbances. Here, we present a novel modelling framework that integrates Optimal Channel Network (OCN) theory with time evolving precipitation–runoff dynamics and physically grounded representations of in-channel barriers (e.g. dams and weirs). Unlike traditional OCN implementations that remain hydrologically static, our approach simulates discharge, storage, and residence time dynamically across synthetic yet realistic river geometries. This coupling enables controlled numerical experiments to isolate the effects of network structure, hydroclimatic forcing, and flow fragmentation, effects that are otherwise difficult to disentangle in real-world systems.
As a proof of concept, we investigate how flow disturbance structures alter channel network residence times under both steady and periodic flow regimes. We show that while outlet discharge remains virtually unchanged, local residence time at dammed nodes can increase by over 25 %, revealing strong spatial decoupling between upstream disturbance and downstream flow signals. By exploiting the self-affine scaling of OCN geometry, we further derive an analytical scaling law that links residence-time amplification around local flow disturbances to commonly available river-network metrics (slope–length and discharge–length exponents). This provides a transferable theory for residence-time impacts in fragmented networks that can be evaluated directly from network geometry, without requiring full numerical simulations. These findings have broad implications for modelling contaminant decay, microbial transport, and ecological connectivity, all of which depend critically on local hydrologic conditions. Our framework offers a generalisable, disturbance-aware platform for advancing the mechanistic understanding of river network behaviour under changing climate and anthropogenic impacts.
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Status: final response (author comments only)
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RC1: 'Comment on egusphere-2026-185', Nikita Tananaev, 10 Apr 2026
- AC1: 'Reply on RC1', Bradly Deeley, 16 Jul 2026
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RC2: 'Comment on egusphere-2026-185', Anonymous Referee #2, 24 Jun 2026
Hydrological models are indispensable tools for streamflow simulation under changing climatic conditions. This study focuses on modeling the dynamic behavior of water residence time by integrating the Optimal Channel Network (OCN) theory and accounting for time-varying precipitation–runoff processes.
After a thorough reading of the manuscript, several comments are provided herein to further improve the quality of this paper:
1) The manuscript is overly theoretical and lacks real-world case studies to validate the practical applicability of its theoretical findings. All theoretical results are established on certain predefined assumptions. Therefore, the factors affecting the validity and robustness of the proposed theoretical outcomes should be quantitatively demonstrated and verified using observational or real-world dataset.
2) Excessive mathematical derivations are distributed throughout the manuscript. In standard research papers, most mathematical formulations and derivations are concentrated in the Methods section. However, this study presents relevant mathematical content in a fragmented and scattered manner. The authors are advised to explicitly justify such an unconventional layout. Alternatively, all mathematical derivations should be systematically organized and unified within the Methods section to improve readability and structural consistency.
3) Given the critical role of residence time in hydrological and ecological systems, the practical implications of the theoretical findings for real-world hydrological issues remain unclear. For instance, prolonged residence time is generally associated with deteriorated water quality in lakes and reservoirs. The authors are strongly recommended to incorporate real-world case applications to elaborate the practicability and application value of the proposed method.
4) The overall structure of the manuscript requires further optimization. For example, Table 1 (List of model variables, descriptions, and default values) is currently placed in Section 5 (Limitations). Considering the fundamental importance of this table for model interpretation, it should be relocated to Section 2 (Model description) for reasonable structural arrangement.
Citation: https://doi.org/10.5194/egusphere-2026-185-RC2 - AC2: 'Reply on RC2', Bradly Deeley, 16 Jul 2026
Model code and software
FROM-Flow (Fragmented River Optimal channel network Model - Flow dynamics) Bradly Deeley and Joshua Larsen https://zenodo.org/records/15586281
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The review and comments are given in the attached pdf file.