2015
DOI: 10.1016/j.jhydrol.2015.07.018
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Analyzing subsurface drain network performance in an agricultural monitoring site with a three-dimensional hydrological model

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Cited by 21 publications
(20 citation statements)
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“…The highest simulated peaks computed with the dual-permeability and the single pore system models overestimated the measured peaks. This is in contrast with earlier field scale FLUSH simulations in subsurface drained clay soils, where modelled hourly drain discharge peaks were lower compared to the measurements (Nousiainen et al, 2015;Warsta et al, 2013).…”
Section: Hourly and Cumulative Drain Dischargecontrasting
confidence: 84%
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“…The highest simulated peaks computed with the dual-permeability and the single pore system models overestimated the measured peaks. This is in contrast with earlier field scale FLUSH simulations in subsurface drained clay soils, where modelled hourly drain discharge peaks were lower compared to the measurements (Nousiainen et al, 2015;Warsta et al, 2013).…”
Section: Hourly and Cumulative Drain Dischargecontrasting
confidence: 84%
“…Previous field scale studies with the FLUSH model have applied the latter method (e.g. Turunen et al, 2015a;Warsta et al, 2013;Nousiainen et al, 2015). When single pore system model is applied and the drain trenches are not present in computational grids, water cannot reach the drains (Fig.…”
Section: Water Balance and Effect Of The Drain Trenchmentioning
confidence: 99%
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“…A large fraction of the subsurface drains were installed in the latter half of the 1900s (Saavalainen, 2001), and they are aging and losing efficiency (e.g. Nousiainen et al 2015). This is causing a growing need for improved or renewed drainage installations (Puustinen et al, 1994).…”
Section: Field Drainage Implementation and Maintenancementioning
confidence: 99%
“…The reasons behind the changes in drainage performance can be difficult to confirm (Nousiainen et al, 2015), as the changes can be due to multiple factors such as soil compaction (e.g. Rimidis and Dierickx, 2003) or pipe clogging (e.g.…”
Section: Factors Affecting the Performance And Efficiency Of Subsurfamentioning
confidence: 99%