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A Rationale for Old Water Discharge Through Macropores in a Steep, Humid Catchment
664
Citations
30
References
1990
Year
Hydrological BehaviourEngineeringChemical CompositionHydrologic EngineeringHydrogeologic SystemFluvial ProcessEarth ScienceCatchment ScaleWatershed HydrologyCrack InfiltrationSimultaneous ObservationsHydrogeologySubsurface HydrologyHydrologySediment TransportSedimentologyHumid CatchmentWater ResourcesEnvironmental EngineeringCivil EngineeringSurface-water HydrologySurface Water
The Maimai catchment exhibits unresolved simultaneous rapid macropore flow and displacement of old water. The study monitored three‑dimensional soil moisture energy during storms, linking tensiometric response to soil water characteristics, hillslope throughflow, and runoff, with low matric potential and rapid soil water storage filling driving the process. Low‑peak runoff events are supplied by valley‑bottom groundwater, whereas high‑peak events are dominated by hillslope hollow drainage and macropore‑driven processes that deliver stored water to the channel bank, matching storm flow volumes and isotopic/chemical signatures.
Simultaneous observations of rapid preferential flow through macropores and isotopically “Old” water displacement remain unresolved in the Maimai (M8) catchment. Continuous, three‐dimensional soil moisture energy conditions were monitored in two discrete catchment positions for a series of storm events in 1987. Tensiometric response was related to the soil water characteristic curve, hillslope throughflow, and total catchment runoff. For events yielding ≪2 mm hr −1 peak runoff, near‐stream valley bottom groundwater systems discharged water volumes sufficient to account for storm period streamflow. This process was assisted by regular low (<−40 cm H 2 O) matric potential conditions and rapid filling of available soil water storage. For events yielding >2 mm hr −1 peak storm flow, hillslope hollow drainage into steeply sloping first‐order channels dominated old water production and most of the catchment storm flow. Highly transient macropore‐driven processes of crack infiltration (bypass flow), slope water table development, and lateral pipe flow enabled large volumes of stored water to be delivered to the first‐order channel bank at the appropriate time to satisfy catchment storm flow volumes and water isotopic and chemical composition.
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