SCHRIFTENREIHE Institut für Pflanzenernährung und Bodenkunde ...
SCHRIFTENREIHE Institut für Pflanzenernährung und Bodenkunde ...
SCHRIFTENREIHE Institut für Pflanzenernährung und Bodenkunde ...
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Chapter 4 Temporal stability of soil moisture and its application in model result validation<br />
indicate that these additional sampling locations are also close to the field mean<br />
water content. Therefore, this suggests that the locations with sand contents<br />
representative of the field mean sand contents can be served as time stable<br />
locations for estimations of soil moisture beforehand.<br />
Table 4.3. Mean values of soil texture, bulk density (BD) and hydraulic conductivity (K) in time<br />
stability point (TSP) for four investigated sites.<br />
Parameter UG 79 UG 99 WG HG<br />
Point number 72 41 49 22<br />
Sand (%) 49.0 43.2 50.0 67.8<br />
Silt (%) 34.5 40.5 32.4 21.5<br />
Clay (%) 16.5 16.3 17.2 10.7<br />
BD (g cm -3 ) 0.92 0.94 1.11 1.19<br />
K (cm d -1 ) 164.6 63.6 106.8 141.8<br />
Application of the time stability concept to a hydraulic model<br />
In this part we explore whether time stable points (TSPs) could be used to<br />
identify a certain modeled location. The selected TSP in the previous section is<br />
used to test by the HYDRUS-1D model. This is exemplified by UG 79. Firstly, we<br />
derived the van Genuchten parameters of p72 by ROSETTA, that is, θr=6.3%,<br />
θs=52.3%, α=0.009 cm -1 , n=1.509, Ks=149.9 cm d -1 , and L=0.5, respectively.<br />
Secondly, the Ks from ROSETTA is optimized by the scaled-predictive method.<br />
Here the predictive unsaturated hydraulic conductivity is scaled using a single<br />
measurement at a given water suction, from which Ks is replaced by the<br />
matching water suction (Thomasson et al., 2006). As shown in Fig. 8, there is a<br />
very good match between the measured infiltration rates and the simulated<br />
values via a two-term numerical conic function. According to this, the Ks is<br />
scaled to 164.6 cm d -1 (Table 3). Furthermore, the hydraulic parameters in the<br />
subsoil layer of p72 are also optimized based on the field measured value (i.e.<br />
soil texture and bulk density) in the soil profile combined with the<br />
scaled-calibration method (Thomasson et al., 2006). Remarkably, the modeled<br />
results from TSP match well the measured soil surface moisture in the same<br />
point (Fig. 9). Furthermore, the simulated result from p72 also shows a good<br />
agreement with measured water dynamics in another long-term monitoring<br />
79