41 results were found for WA 0821 1305 0400 Pusat Pembuatan Pagar Dorong Double Terpercaya Jatiuwung Kota Tangerang.

Results:

• 31. Perrels-CBA

  • Baseline / automatic adaptation/ planned adaptation • Beware of double counting (stocks-flows; costs-transfers) • Uncertainty / Risk / Volatility 8/26/2011Adriaan Perrels/IL 12 Duration of alternatives • The discount rate (r) in the NPV calculation needs to be chosen • If a project is (predominantly) commercial a bank interest rate can be used and nominal prices to allow for inflation effects /media/loftslag/Perrels-CBA.pdf

• 32. 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

• 33. VI_2021_008

  /media/vedurstofan-utgafa-2021/VI_2021_008.pdf

• 34. Journal_of_Hydrology_Veijalainen_etal

  The hydrological simulations were performed with the Wa- tershed Simulation and Forecasting System (WSFS) developed and operated in the Finnish Environment Institute (Vehviläinen et al., 2005). The WSFS is used in Finland for operational hydrolog- ical forecasting and flood warnings (www.environment.fi/water- forecast/), regulation planning and research purposes (Vehviläinen and Huttunen, 1997 /media/ces/Journal_of_Hydrology_Veijalainen_etal.pdf

• 35. Hare-2011-ParticipatoryModelling

  ea th , th e m et ho d u se d at th is st ag e fo r th es e st ak eh o ld er typ es is sp ec i
  ed .Sh oul d ther e be tw o o r mor e model sbein g develope d in th e process ,the n th e typ e o fmode lt o whic h th e metho d wa s applie d is show n in parentheses .O T re fe rs to th e co m po si tio n o ft he o rg an iz in g te am . Fo r o rg an iz in g te am in vo lve m en t in di ffe re n t pa rt /media/loftslag/Hare-2011-ParticipatoryModelling.pdf

• 36. VI_2009_006_tt

  than can be expected to originate from the cauldrons, three to four times the wa- ter equivalent of the accumulation of snow over the watershed of the cauldrons. It has been estimated that flow from the cauldrons, in addition to the jökulhlaups, could be 2–5 m3 s 1 at maximum (Vatnaskil, 2005). It is possible that part of the sulfate-rich groundwater from the glacier comes from the cauldrons /media/vedurstofan/utgafa/skyrslur/2009/VI_2009_006_tt.pdf

• 37. 2010_012rs

  J-17, J-21 and M-29. Locations of seismic stations are also sown (purple triangles). High-precision earthquake locations, with optimum achievable location accuracy on the order of tens of meters are currently obtained through relative relocation (double difference) of manually located earthquakes (Slunga et al., 1995; Hjaltadóttir and Vogfjörd, 2005). The objective is to obtain /media/vedurstofan/utgafa/skyrslur/2010/2010_012rs.pdf

• 38. Daniell_etal-2010

  /media/loftslag/Daniell_etal-2010.pdf

• 39. Kok_et_al._TFSC_published_2011

  /media/loftslag/Kok_et_al._TFSC_published_2011.pdf

• 40. VanderKeur_etal-2008-Uncertainty_IWRM-WARM

  stage and is also connected to the feedback processes (double sided arrows in Fig. 2) between stages (Pahl-Wostl 2007). The first feedback between the blocks denoted ‘Establish Status and Goals’ and ‘Build Commitment to Reform’ deals with prioritisation of the water resources and the status of the present water resources management system as influenced by recent international developments /media/loftslag/VanderKeur_etal-2008-Uncertainty_IWRM-WARM.pdf