Figure 13 definition

Figure 13. Are students friendly with other racial groups? Students in lowest 2 SES quartiles. As with the data bearing on students “getting along” with others of different races (Figure 13), what is shown in Figure 14 may indicate an effect of involvement in theater and it may also be influenced by unknown school differences.

Figure 13. The baseline representation of the Rosetta water system, using the WSM DSS The model distinguishes between different water uses (urban vs. irrigation) and different water supply sources in irrigation water supply (freshwater vs. drainage water). It has been developed using data provided by ECRI and includes: • All major urban water uses in the area, which are modelled as 8 settlements/urban agglomerations. Of those: o El Rashid (Rosetta) and Edco cities have the highest priority in terms of water supply; o The remaining 6 settlements (6-October, Depono, Edfina, El Ameer, El Maadya, El Sahel) have a lowest priority (equal to 2). All settlements receive freshwater from the Nile, treated in the local drinking water treatment plants. Wastewater from Rosetta and Edco cities is treated in the corresponding wastewater treatment plants and discharged to the sea and the Edco lake respectively, whereas wastewater from the remaining agglomerations is discharged to irrigation/drainage canals. • Water use for crop irrigation is divided in two demand nodes, according to the water supply source, with priorities lower than urban water supply. The first node corresponds to freshwater use, directly from the Nile canal system. The second node receives also drainage (return flows from irrigation with freshwater) as the primary water supply source, and deficits are complemented with freshwater supply from the Nile. Drainage ends up in Edco lake. • The Nile section of the Rosetta area is modelled through a set of river reach nodes, of which the first receives as run-off the share of Nile water that enters the area. In addition to the baseline representation of the system, the following scenarios have been built for further development and validation: • A scenario for the decrease of Nile inflows to the area. As the water system of Egypt is highly centralized, the inflow to the upper river reach of the Nile segment pertaining to Rosetta will depend on future, national, water allocation policies, which will be influenced by: (a) population growth and land reclamation schemes upstream, (b) potential changes in the Nile quota allocated to Egypt, as a result of transboundary agreements between riparian countries, and (c) climate change affecting run- off and inflows to the High Aswan Dam. • A scenario on population growth. Due to the increasing salinity of soils, further agricultural development seems unlikely. Nevertheless, there are plans for urban expansion along the Mediterranea...

Figure 13. Water2REturn project video frames

Examples of Figure 13 in a sentence

• No Observed Acute Effect Level (NOAEL) See the flow chart in Figure 13 on p.

• Steam Plant Water Performance Guarantee for the Previous Twelve Months Figure 13.

• Figure 1.3 below shows the wide variation in numbers of rehabilitation specialists throughout Europe.

• For DoDDs, identify any DoD EAs and their area of interest in a separate bullet and include a reference to DoDD 5101.1 (see Figure 13).

• Reach conclusions and propose further work11 Chapter 7 Figure 1.3: Approach to the research and relationship to the thesis layout The steps in the analysis are shown in the diagram along with the chapters in this thesis at which each point is addressed.

• The contents of this Chapter correspond to steps 3 and 4 in the thesis as illustrated by the flow diagram (see Chapter 1, Figure 1.3).

• The scope of the work is restricted to an examination of the relationship between manufacturer and clinic, clinical coordination and management of responsibilities.Unless otherwise stated US dollars are used as the basis of cost analysis throughout.3.5 Treatment of Directly Attributable Costs of ProductionThis section in the analysis comprises step 4 in the thesis (see Chapter 1, Figure 1.3).

• The first review (Step 1 in Chapter 1, Figure 1.3) shows the enterprise modelling approaches that have been used in medical business engineering and identifies businesses that contain features in common with regenerative medicine.

• The approach to the research is shown in Figure 1.3. 1 2 Research methods and tools for business process modelling 5 6 Build quantitative ‘as is’ model of manufacture Calculate direct costs of manufacture Research current Gather values 3 methods of cell 4 for quantitative manufacture models Research current business models in regen.

• Figure 13 Influence of lead-time increment and reduction It is visible in Figure 13 that for S2, the optimal base stock level is constant.

More Definitions of Figure 13

Figure 13. Ship breadth as a function of economic indicators Table 8 presents some results of the analysed ship the main dimension ratios in the deadweight range of 14,000 to 16,000 tons [9]. Table 8: Dimension ratios Indicator Lpp/B B/d Lpp/D Observed min 5.10 2.42 11.25 max 6.30 3.12 15.32 Constraints min 5.20 2.00 8.00 max 12.00 4.00 18.00 The Lpp/B ratio, which is commonly referred to as an indicator of the ship propulsion and seakeeping is at or close to the minimum values, typical for wider ships. The B/d ratio, which influences the stability, is close to its upper limit. The Lpp/D ratio as an indirect indicator of the stiffness of the ship structure takes values close to the average one.

Figure 13. Traffic density on European waterways in 2007 The majority of European IWT activities takes place in the Northern-Western part of Europe, especially in the Rhine Corridor. In the Eastern part of Europe, the river Danube has an especially important function for the port of Constanta and transport between various regional centers along the Danube. Germany serves as the major IWT transit country for East-West and North-South transports, whereby IWT seems to be less prevalent as a hinterland connection for seaports than in the Netherlands, Belgium and Romania. The total amount of goods transported on inland waterways in 2007 was: • Rhine: 328.3 million tons; • Danube: 49.8 million tons; • Xxxx/Xxxxx 43 million tons (of which appr. 30 million tons in the Netherlands);

Figure 13. Ash Dump North Clean Water Dam Ash Dump Settling/South Dam The Ash Dump Settling/South Dam is located to the south of the ash dump and its capacity is 80812m³. A bathymetric and lidar survey of the dam was conducted in August 2020 and its capacity at that time was found to be 37875.5m³. Inflow into the dam is from the Ash Dump Dirty Water channel(DWC) and from surface run from the adjacent catchment areas. Figure 15 displays the Ash Dump Settling/South Dam and the DWC. Figure 14: Ash Dump Settling/South Dam Ash Dump Dirty Water /South Ash Retention Dam The Ash Dump Dirty Water/South Ash Retention Dam is located adjacent to the Ash Dump Settling/South Dam and its capacity is 157259m³. A lidar survey of the dam was conducted in August 2020 and its capacity at that time was found to be 141747.1m³. Figure 16 displays the Ash Dump Dirty Water/South Ash Retention Dam. Figure 15: Ash Dump Dirty Water/South Ash Retention Dam Mooi Messie/South Clean Water Dam The Mooi Messie/South Clean Water dam is located adjacent to the Ash Dump Dirty Water/South Ash Retention Dam and its capacity is 167689m³. A bathymetric and lidar survey of the dam was conducted in August 2020 and its capacity at that time was found to be 156645.6m³. Inflow into the dam is from the Ash Dump Dirty Water channel and from surface run from the adjacent catchment areas. Figure 17 displays the Mooi Messie/South Clean Water dam.

Figure 13. Portion of representative north (left) to south (right) sub-bottom profile image (line 413, see Figure 8 for line location) obtained in the target area, transecting Resource Area 2. Note the eroded glaciodeltaic forset beds visible in the upper part of the image. See sections 3.3.1 of this report for additional discussion about this image. Depth is reported in meters below sea surface with an assumed sound velocity of 1524 m s-1.