76 results were found for WA 0821 1305 0400 Tempat Pembuatan Plafon PVC Simple Kembangan Jakarta Barat.

Results:

• 61. NONAM_1st_workshop_summary_v3

  even though they initially don’t agree o Realise that 100 % consensus is impossible o Need to come to compromises (solutions) o Planning cycle (step by step). Unable to move on, clear sign for entering learning cycle, use outcomes for solving problem (when can all agree, when can you ignore stakeholders) o Solutions comes from mistakes also, boundary between two cicles is not so simple /media/vedurstofan/NONAM_1st_workshop_summary_v3.pdf

• 62. Henriksen_Barlebo-2008-AWM_BBN-Journ_Env_Management

  simple and comprehensive models, participatory tools etc. (Barlebo et al., 2006). In a new EU research project NeWater (www.newater.info), a tool is defined as: (AM). This includes a structured process of learning, dealing with complexity, uncertainty etc. We assume that it is no longer enough for managers and tool researchers to understand the complexity and uncertainty of the outer natural system /media/loftslag/Henriksen_Barlebo-2008-AWM_BBN-Journ_Env_Management.pdf

• 63. VI_2014_001

  - opment of multiple regression equations for estimating the index flood. For this reason, simple regression models were developed by combining several variables together into one single ex- planatory variable. Results were considerably improved compared to those obtained with one single variable such as the drainage area for instance, but the limited number of gauged sites can still be an obstacle /media/vedurstofan/utgafa/skyrslur/2014/VI_2014_001.pdf

• 64. VI_2015_007

  A power-form equation is often used: bµi(D) = q0C q1 i;1C q2 i;2::::C qk i;k:::C qn i;n: (3) where qk denotes the vector of model parameters. Multiple linear regression is used to infer the model parameters after logarithm transformation (see for instance Grover et al., 2002), using available information at gauged sites. When too few gauged sites are available to develop Eq. (3), simple linear /media/vedurstofan/utgafa/skyrslur/2015/VI_2015_007.pdf

• 65. VanderKeur_etal-2008-Uncertainty_IWRM-WARM

  models to very simple tools and expert judgements. The uncertainties here are related to data and models and, very importantly, to the assumptions on future pressures and other external conditions. The model uncertainty includes elements of the natural system (e.g. related to water quality and ecosystem processes), the technical system (e.g. which technological development will occur) and the social /media/loftslag/VanderKeur_etal-2008-Uncertainty_IWRM-WARM.pdf

• 66. vanRoosmalen_etal-2009-WRR_2007WR006760

  2007]. The two-layer method is a relatively simple water balance method for calculating actual evapotranspiration and groundwater re- charge. The controlling parameter is the root zone capacity, defined as the difference between water content at field capacity and wilting point, multiplied by the depth of the root zone. The higher the root zone capacity, the higher the fraction of infiltrating /media/loftslag/vanRoosmalen_etal-2009-WRR_2007WR006760.pdf

• 67. Lorenzoni_Pidgeon_2006

  managing risks and delivering the means to achieve change. If mistrust in institutions is indeed a determining factor inhibiting public support for mitigation efforts, as some of the data presented in this paper suggest, one option to increase uptake of mitigation actions would be to seek to increase trust. However, the extensive literature on trust shows that such a strategy may not be as simple /media/loftslag/Lorenzoni_Pidgeon_2006.pdf

• 68. Reykholt-abstracts

  /media/vatnafar/joklar/Reykholt-abstracts.pdf

• 69. VI_2020_008

  the return level r associated with the return period 1/p can be estimated with the formula: ���� = � ���� − �1 − ���� ���� {−������������(1 − ����)}−����� , ���� ≠ 0 ���� − ����������������{−������������(1 − ����)}, ���� = 0 Furthermore, r is defined as the value expected to be exceeded on average once every 1/p year. The Block Maxima approach is a simple method /media/vedurstofan-utgafa-2020/VI_2020_008.pdf

• 70. VI_2013_008

  optimized but several tests were performed. The idea here was to keep the method as simple and quick as possible, by focusing on the atmospheric circulation patterns only and their influence on precipitation and temperature and therefore runoff, through their associated wind regime. With this method, selected analogues are the same for all catchments. - Method 2: each day, the N best analogues /media/vedurstofan/utgafa/skyrslur/2013/VI_2013_008.pdf