-
Notifications
You must be signed in to change notification settings - Fork 0
Description
https://www.sciencedirect.com/science/article/pii/S221458182500775X
Summary:
- Authors have created a baseflow event algorithm and used it to estimate groundwater storage
This event-based approach requires careful identification of primarily dry, late-time, continuous recession periods which exclude short-duration or early recession points to reduce non-linear influences and isolate pure baseflows originating from groundwater discharge.
- Estimations compared to GRACE and observed well data
- Data sources are NLDAS2 evapotranspiration and the global precipitation resolution data, i.e., from GPM-IMERG Final Precipitation 1 day with spatial resolution of 0.1°× 0.1° version 6
- Only analyzed events from May - October to avoid snowmelt interference in recession analysis and period of study was 2001 - 2020
Leading Research Questions:
- What are the spatial and temporal patterns of the baseflow drainage timescale (K), and do they relate to different hydroclimatic regions?
- Can baseflow recession analysis reliably estimate long-term groundwater storage changes in minimally disturbed watersheds?
- How well do baseflow-derived storage trends align with GRACE-DA and well-based storage estimates?
Why use event-based recession?
Analyzing streamflow recessions collectively as single event instead of individual events ignores the temporal variability of storage depletion. Multiple independent recession events help us to understand how storage dynamics vary under different conditions, like, groundwater and soil moisture levels, prior rainfall, temperature, evapotranspiration, soil types, human influence
What is a baseflow recession event?
Although there is no general criterion for baseflow recession events (Dralle et al., 2015), a common approach is that streamflow and its first or second derivative decline monotonically for a normally unrestrictive selection process for baseflow events (Dralle et al., 2017, Santos et al., 2019, Tashie et al., 2020).
What is the baseflow event algorithm here?
In the proposed approach, the start and end of each recession event in storm hydrographs are identified from zero-rainfall days (here, zero rainfall is defined as daily average rainfall (<= 0.5mm) following the condition of non-increasing streamflow for minimum of 7 days.
- Used exponential relationship of Boussinesq that relates
$y = y_0 * e^(-K/t)$ where y is baseflow per unit area
To choose a representative timescale value, K for a watershed, it is selected as an average value i.e., trimmed mean of K corresponding to lowest baseflow events of each year during a study period. Operationally, we compute a trimmed mean after removing the highest and lowest 5 % of K values across all baseflow events to limit outlier influence and obtain a stable measure of central tendency.
- Calculate the lowest summer (May - Oct) 7-day flow to estimate the lowest storage in each year and then regress to find the trend in these low flows over time. This is designed to represent the minimum groundwater storage
- At the lowest flows, the authors note that the storage is likely linearly related to the seven-day low flow and some "timescale" coefficient (recession coefficient) K
$S = K*y_{L7}$
Regarding K:
Physically, it reflects how quickly a watershed drains during dry periods, with larger K values indicating slower drainage or a deep storage system and smaller K indicating rapid drainage, often due to shallow subsurface storage or steep slopes.
Well data:
- Ran regression on the minimum well level storage recorded each year and converted to comparable units
- Used wells that were withing 1 km, 2 km, and 5 km of the watershed via a spatial buffer
GRACE;
- Found minimum storage of each year and conducted a regression, similar to the well data and streamflow data
- Noted that GRACE storage is often much higher than that estimated from baseflow events, likely because it is assumed the whole DA contributes to the baseflow instead of only a small portion around the stream and does not consider inactive water in the unsaturatged zone
Incorporation of human influence:
Comparing Storage estimates with GRACE and Well Data:
- All data was spatially aggregated to watershed boundary
- All three (estimates, GRACE, and well data) compared against each other using percent difference and change in percent difference
- Focused on the "sign" of the change rather than the magnitude
- Found higher K values in areas with less permeable rock
- In Appalachian region, ET is beginning to exceed precip and result in minimal recharge
- Flashier watersheds tended to have smaller K
- Mountainous areas tended to have higher k
- K did not vary with DA, but with watershed elevation and slope
- K was lowest in spring and highest in summer due to antecedant moisture in the Spring and drying in the summer
The smaller initial K values in May are a manifestation of antecedent precipitation that recharged the aquifers. The increase in K values from mid-summer are due to the dry and hot conditions in peak summer months, which subsequently declines the water table and increases the travel time of water parcels to reach stream outlet. Thus, it is inferred that precipitation and evapotranspiration, which govern natural groundwater recharge, are among the key factors influencing baseflow recession.
- Noted that GRACE and baseflow estimates were very similar in pattern, but not magnitude (75% of waterhseds)
- 67 - 75% of watersheds had similar patterns in baseflow K vs well estimated K
- All three methods agreed in 60% of watersheds on the direction
Conclusions
- Precip, not ET, is the largest driver of GW storage
- K may change with season
The resulting recession parameter, known as the drainage characteristic timescale (K), reflects the responsiveness of a watershed’s storage system and exhibits both spatial and temporal variability across the watersheds. The analysis reveals that there is no common month with a consistent K trend across all regions, but late summer to early fall (especially September) shows increased K in many areas, indicating delayed streamflow recession likely driven by seasonal groundwater dynamics.
Overall, the results demonstrate that baseflow events extracted from streamflow observations, combined with concurrent precipitation data, provide a reliable means for estimating the baseflow recession constant and, consequently, groundwater storage changes. By systematically comparing baseflow-derived estimates with both satellite observations and ground-based data, the study demonstrates the viability of a scalable, streamflow-based approach to groundwater monitoring, particularly valuable where well data are sparse or satellite resolution is inadequate for small basins.