Jökull


Jökull - 01.01.2012, Page 106

Jökull - 01.01.2012, Page 106
S. Guðmundsson et al. RESULTS Surface elevation changes Crevasse areas were used to calculate elevation changes in the accumulation zone (Tables 1, 2 and 3). Routines 1 and 2 give similar results, showing an aver- age difference of 1.1 m, with routine 1 always giving higher values (Table 4). Surface changes above 1700 m were negligible, and 4–11 m from there down to the equilibrium line. The lowering gradually increas- ing, 20–30 m north of Rótarfjall (Figures 4a-b and Ta- ble 5), and reaching a maximum of 180 m in Kotárgil (Figures 8, 9 and Table 5). Table 2. Surface elevation changes measured by rou- tine 1. – Tafla 2. Yfirborðslækkun á safnsvæði Kotár- jökuls samkvæmt reikniaðferð 1. area ∆θ(px) m/px ∆h (m) c1 13.14 0.91 11.4 c2 5.18 1.28 6.3 c3 5.51 1.50 7.9 c4 2.72 1.73 4.5 c5 2.04 2.15 4.2 c6 5.29 1.36 6.9 c7 1.80 1.76 3.0 c8 3.06 1.72 5.0 c9 14.73 0.68 9.6 Area and volume changes Glacial retreat and the volume loss of Kotárjökull is based on the inner margin in Kotárgil. The terminus of Kotárjökull has retreated 1.3 km, since the LIA maxi- mum, from an elevation of 175 m to 350 m (Figure 9). Rótarfjallsjökull has retreated ca. 2 km, and the ter- minus is currently at an elevation of 660 m. The east- ern branch, with a small part of the accumulation area extending up to the ice cap plateau, has on average retreated 17 m/yr, whereas the main branch shows a mean recession of 11 m/yr. Rótarfjallsjökull receives less ice from the caldera and has a smaller accumula- tion area. The whole glacier area has decreased from 14.5 to 11.5 km2 (20%), and the volume loss has been approximately 0.4 ±0.02 km3, relative to the more limited glacier margin in Kotárgil (Figure 1). Given the average glacier thickness of 90 m (Magnússon et al., 2012), Kotárjökull has lost approximate 30% of its volume. Evenly spread over the mean glacier area, the recession corresponds to a loss of about 0.22 ±0.01 m w.e./yr. Table 3. Surface elevation changes measured by rou- tine 2. Three calculations for each crevasse area, and the lowering presented in the last two columns with the relevant area in parenthesis. – Tafla 3. Yfirborðs- lækkun á efra svæði Kotárjökuls samkvæmt reikni- aðferð 2. Þrjár mælingar gerðar fyrir hvert sprungu- svæði. Í sviga í síðasta dálki er tilgreint hvaða sprungusvæði lækkunin á við. crev. area α a (px) ∆h (m) ∆h (m) c1→c9 12.3 394 10.2 (c1) 8.6 (c9) c1→c8 13.7 429 10.5 (c1) 3.7 (c8) c1→c6 10.6 329 10.5 (c1) 6.4 (c6) c2→c6 14.1 441 5.8 (c2) 6.4 (c6) c2→c8 17.2 534 5.9 (c2) 4.7 (c8) c2 →c4 9.5 293 5.8 (c2) 4.1 (c4) c3→c2 3.2 101 7.1 (c3) 5.7 (c2) c3→c7 10.1 312 7.3 (c3) 2.8 (c7) c3→c4 6.3 194 7.3 (c3) 4.1 (c4) c4→c7 3.8 118 4.1 (c4) 2.7 (c7) c4→c6 4.6 152 3.8 (c4) 5.9 (c6) c7→c8 3.9 125 2.7 (c7) 4.4 (c8) c9→c3 12.6 429 8.1 (c9) 6.7 (c3) c9→c2 15.8 519 8.5 (c9) 5.6 (c2) c4→c5 9.6 308 4.0 (c4) 3.7 (c5) c3→c5 3.3 120 6.2 (c3) 3.3 (c5) c1→c5 3.6 187 6.2 (c1) 2.3 (c5) Table 4. Comparing the surface elevation changes of Kotárjökull above 1100 m elevation, calculated by the two routines. Routine 2 based on average values from Table 3. – Tafla 4. Niðurstöður og samanburður reikniaðferða á þykktarbreytingum Kotárjökuls ofan 1100 m hæðar. Gildi fyrir aðferð 2 eru meðaltöl úr Töflu 3. crevasse ∆h ∆h ∆h area (routine 1) (routine 2) difference c1 (1166 m) 11.4 m 9.4 m 2.0 m c2 (1319 m) 6.3 m 5.8 m 0.5 m c3 (1398 m) 7.9 m 6.9 m 1.0 m c4 (1429 m) 4.5 m 4.0 m 0.5 m c5 (1677 m) 4.2 m 3.1 m 0.9 m c6 (1283 m) 6.9 m 6.2 m 0.7 m c7 (1367 m) 3.0 m 3.1 m 0.1 m c8 (1403 m) 5.0 m 4.3 m 0.7 m c9 (1083 m) 9.6 m 8.4 m 1.2 m 104 JÖKULL No. 62, 2012
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