85 results were found for WA 0852 2611 9277 Biaya Pasang Set Kamar Meja Belajar Apartment B-Residences Tangerang.

Results:

• 1. VI_2020_011_en

  ........................................................................................................................ 56 APPENDICES ......................................................................................................................... 60 A. DEM, bathymetry, and topography ............................................................................... …60 B. Input parameters used to run the mrlavaloba simulations ............................................. …61 C /media/vedurstofan-utgafa-2020/VI_2020_011_en.pdf

• 2. CES_D2.4_task1

  use a method developed by Räisänen and Ruokolainen (2008a,b) for this purpose; more details are provided in Section 2 and in the appendices of this report. The resulting best- estimate distribution for the year 2010 (red line) shows a higher probability of mild Decembers, and a lower probability of cold Decembers, than either of the two directly observation-based distributions. This estimate /media/ces/CES_D2.4_task1.pdf

• 3. 2010_017

  m J M5 [C°] -3 obs. [C°] -4 nce 1 re 5. Comp 26); an int temperatu this system y gridded v picion abo -Jökulsá w similar dif han observ h elevation ces the effe months No ly only on high the tem n band wi refore be s onthly tem an Feb Ma .2 -3.1 -3. .3 -4.1 -3. .1 1.0 0.6 arison of m erpolation re is shown atic differe alues, see T ut the qual atershed; b ference wa ations for t gradient fo /media/ces/2010_017.pdf

• 4. VI_2021_008

  Schematic diagram of the updated Tremv routine, including the Tremv-ALERT module. Figure 4. Graph of the tremor signal preceding the eruption of Hekla on February 26, 2000 for the station closest to Hekla (hau) in three frequency bands, a) 2.0–4.0 Hz, b) 1.0–2.0 Hz, c) 0.5–1.0 Hz. Tremor detections by Tremv-ALERT are shown by red lines. 9 Each minute, the ALERT module is called by the Tremv /media/vedurstofan-utgafa-2021/VI_2021_008.pdf

• 5. Journal_of_Hydrology_Veijalainen_etal

  in Finland Noora Veijalainen a,*, Eliisa Lotsari b, Petteri Alho b, Bertel Vehviläinen a, Jukka Käyhkö b a Freshwater Centre, Finnish Environment Institute, Mechelininkatu 34a, P.O. Box 140, FI-00251, Helsinki, Finland b Department of Geography, FI-20014 University of Turku, Turku, Finland a r t i c l e i n f o Article history: Received 7 January 2010 Received in revised form 13 June 2010 Accepted /media/ces/Journal_of_Hydrology_Veijalainen_etal.pdf

• 6. Huntjens_etal-2010-Climate-change-adaptation-Reg_Env_Change

  addresses the role of AIWM in coping with the impacts of climate change on floods and droughts in four case-studies in three European river basins. The explorative character of this paper intends to identify general patterns in the char- acteristics of AIWM and assumes that regimes with a higher level of AIWM consider and implement more advanced and a more diverse set of structural and non- structural /media/loftslag/Huntjens_etal-2010-Climate-change-adaptation-Reg_Env_Change.pdf

• 7. IPPC-2007-ar4_syr

  on average sea level and on regional weather systems. It is defined here as the highest 1% of hourly values of observed sea level at a station for a given reference period. 31 Topic 1 Observed changes in climate and their effects (a) Global average surface temperature (b) Global average sea level (c) Northern Hemisphere snow cover Figure 1.1. Observed changes in (a) global average surface temperature /media/loftslag/IPPC-2007-ar4_syr.pdf

• 8. Milly_etal-2008-Stationarity-dead-Science

  6University of Washington, Seattle, WA 98195, USA. 7NOAA Geophysical Fluid Dynamics Laboratory, Princeton, NJ 08540, USA. *Author for correspondence. E-mail: cmilly@usgs.gov. An uncertain future challenges water planners. Published by AAAS on July 12, 201 1 www.sciencemag.or g Downloaded from 1 FEBRUARY 2008 VOL 319 SCIENCE www.sciencemag.org574 POLICYFORUM combined with opera- tions /media/loftslag/Milly_etal-2008-Stationarity-dead-Science.pdf

• 9. VI_2009_012

  = b·Mwi CMT + c , i = 1,…5, with b = 1 and the parameter c estimated by least squares to be -4.88. Having determined c, the magnitudes of all earthquakes in the data set are recalculated according to: Mw(v)i := Ci + 4.88 With a determined to be -1.63 in the first step, the resulting log-linear attenuation relationship becomes: 88.4)(log63.1)(log 1010 −+⋅−= MrPGV , (A) Equation /media/vedurstofan/utgafa/skyrslur/2009/VI_2009_012.pdf

• 10. VI_2009_006_tt

  of the subglacial seal at the beginning of the 1996 jökulhlaup and concluded that the high water level reached before the on- set of the 1996 flood could be explained with the traditional theories of Röthlisberger (1972) and Nye (1976) but he did not address the rapid discharge increase following the breaking of the seal. Flowers et al. (2004) concluded that a model fundamentally different from /media/vedurstofan/utgafa/skyrslur/2009/VI_2009_006_tt.pdf