Typical distribution of gross and net rainfall Throughfall

IV. RESULTS AND DISCUSSIONS

4.1. Typical distribution of gross and net rainfall

Even though gross rainfall at the AWS and the sampling plots were assumed to be in the same rainfall regime, 12 rain days of total measurement period seems to have some differences. The data logger was record net rainfall earlier than the AWS which indicates that the sampling plots receive gross rainfall earlier and possibly different quantity than the AWS. Figure 7 shows a typical distribution of gross and net rainfall in the heavy rainfall class. There is a time lag between gross and net rainfall where net rainfall occur approximately after 18 minutes of intermittent gross rainfall. It means that for the rainfall at 11 December, 18 minutes was required to saturate the forest canopy before net rainfall occurs. The net rainfall from each sampling plot occurs within the same time interval with similar quantity but as rainfall intensity increases, the three plots received different quantity of net rainfall. After the first rainfall stops, small quantity of net rainfall still occurs which indicates a canopy drainage process was in progress. In the 2 The measured Throughfall in this study is 71 of gross rainfall 286.6 mm with variability found among sampling plots 61 - 78 of gross rainfall. By the troughs arrangement which were placed on radial base and random beneath the canopy at each sampling plot it was hard to identify whether throughfall was large near the tree stem such as found by Ford and Deans 1978 or large as distance increase from the tree stem such as found by Leyton and Carlisle 1959 because throughfall measured would be an average from those troughs. As mentioned by Jarvis 2000, some epiphytes did also exist within the forest canopy but it was difficult to differentiate between the actual trees leaves and the epiphytes, so we can not estimate its proportion and its contribution to the throughfall. nd rainfall event at 11 December, the three sampling plots require 6 minutes to saturate the canopy and after that net rainfall occurred with different quantity. The 2 nd plot received the largest quantity of net rainfall which possibly because the canopy has the largest portion of open space compared to the other plots while the 3 rd plot receives the least which possibly because it has a multi-storey canopy so that rain water is distributed through the canopies. As net rainfall assumed to occur after the canopy gets saturated, it indicates that canopy was in potential evaporation state at the moment where the canopy was able to evaporate water retained on its surface at the maximum degree, influenced only by the weather factor at the moment. The potential evaporation condition would continue until the gross rainfall stops, and then any net rainfall occurred after that was assumed as canopy drainage process. Sometimes net rainfall was higher than the rainfall occurred in the open space within the same time intervals, this could be caused by the water stored in canopy surface from previous rainfall that was flow down to the ground surface together with current rainfall drip. High wind speed or turbulence within the canopy gaps might be the source for this condition. Another possibility for a higher net rainfall measured was because actually a higher gross rainfall occurs at that sampling plot. This was in the same agreement with Ford and Dean 1978 who mentioned that in some condition, different gross rainfall might be measured between two adjacent places. This difference for the studied area might be caused by some wind occurred during rainfall event or the topography factor where the sampling plots are in a higher altitude than the AWS. Presented in appendices 2 – 4, net rainfall at every rainfall classes occur in various time lag with the gross rainfall, depends on the intensity at the beginning of the rainfall. Small rainfall intensity and an intermittent rainfall would make net rainfall occur in a high time lag with the gross rainfall while high intensity of rainfall would reduce the time lag between gross and net rainfall.

4.2. Throughfall

The 3 rd sampling plot received the least throughfall 61 of gross rainfall which possibly caused by its multi-storey canopy that could retain a large quantity of rainwater while the largest throughfall measured in 2 nd sampling plot that might be caused by large portion of open space. 9 10 11 Dec 07 3 6 9 3 6 9 12 15 18 21 Pg 72.4 mm Pn 3 31.9 mm 3 6 9 3 6 9 12 15 18 21 Pg 72.4 mm Pn 2 61.9 mm 3 6 9 3 6 9 12 15 18 21 Pg 72.4 mm Pn 1 53.8 m Time hrs m Interception 1st plot = 25.7 Interception 3rd plot = 55.9 Interception 2nd plot = 14.5 Figure 6. Typical gross and net ranfall distribution of the heavy-rainfall showing a various proportion of net rainfall at each sampling plot in a 6-min time interval D e pth mm 11 10 20 30 40 50 60 70 10 20 30 40 50 60 70 80 S = 1 mm a 10 20 30 40 50 60 70 10 20 30 40 50 60 70 80 S = 0.5 mm b 10 20 30 40 50 60 70 10 20 30 40 50 60 70 80 S = 1 mm c Figure 7. The scatter of P g againts T f . Following Leyton 1976 the line envelopes the scatters and intercept y-axis indicating the value of canopy capacity, S at 1 st plot a, 2 nd plot b, and 3 rd plot c y = 0.792x ‐ 0.817 R² = 0.972 10 20 30 40 50 60 70 20 40 60 8 T f mm Pg mm a y = 0.834x ‐ 1.068 R² = 0.980 10 20 30 40 50 60 70 20 40 60 8 Tf m m Pg mm b y = 0.521x + 1.902 R² = 0.867 10 20 30 40 50 60 70 20 40 60 8 T f mm Pg mm c Figure 8. Relationship between P g and T f showing the slopes that indicates canopy porosity, p at 1 st plot a, 2 nd plot b, and 3 rd plot c 12 The averaged canopy porosity in this study is 0.7, indicates 70 of canopy gap existence within the sampling plots which allow large portion of free throughfall occurrence. The effect of this high porosity is a short time of delay between gross and net rainfall at the beginning of a rainfall event, besides it increases the quantity of net rainfall. The averaged canopy capacity for this study is 0.8 mm that indicates when the canopy was in a dry condition, 0.8 mm of rainfall was required to saturate the canopy but wind speed or any turbulence occurred above the canopy could reduces water stored on the canopy surface. There is a tendency that larger canopy porosity leads to a lower canopy capacity. This can be understood that in a canopy with large gaps area, the canopy size is reduced and result in a small canopy size that would store less water on its surface. In 2 nd sampling plot, the canopy porosity is large and the canopy capacity is low while at the 1 st sampling plot, even though the canopy porosity is not much differs than the 2 nd sampling plot, it has a higher canopy capacity. It seems that the conical canopy at 1 st sampling plot retain more water than a broadleaved canopy at 2 nd sampling plot. At 3 rd sampling plot, even though is a broadleaved canopy, but multi-storey canopies were exist so that large quantity could also be stored on the canopy surface. As mentioned by Hall 2003 that at a single canopy layer, raindrop size has significant influence to the canopy capacity during rainfall event. This type of canopy was sensitive to the changes of raindrop sizes, large drops would make canopy to store less water because the energy brought by the drops when hitting the canopy often was higher than the canopy ability to retain water on its surface. In contrast, small raindrops might retained on canopy surface until the canopy was saturated because it did not have enough energy to bounce and splash out right after it hit the canopy. For other canopy with some multi-storey or conical canopy such as Agathis tree, canopy wetness is influenced by the canopy drips. During rainfall event, water from the top of the canopy flows to the 2 nd layer, after the 2 nd layer saturated, additional water flow to the 3 rd layer, and so on. Within this canopy, net rainfall did have longer time lag with gross rainfall. As this type of canopy has small canopy size but have multi layer canopy, interception loss was lower than the single layer canopy while net rainfall was high with some time delay to reach ground surface.

4.3. Stemflow