Summary and Conclusions. Discuss your general reactions to the internship--good and bad points. Provide suggestions (if any) for improvement of the internship experience in general and with this company. Ideas include what divisions of the company that you would have liked to have learned more about during your internship. We strongly suggest that you discuss your suggestions with your supervisor prior to writing them up. What aspects of this industry attract or discourage you from a career track in that sector of the industry. What suggestions do you have for fellow students about to begin an internship with this industry and/or firm?
Summary and Conclusions. Developments in communication and coordination
1) March 15, 2021: “On the use of remote sensing for monitoring and modelling the water cycle”
2) April 20, 2021: “Stakeholder Input on the Evolution of Copernicus Water Services”
3) May 17-18 and 20: “In situ calibration and validation of satellite products of water quality and hydrology”
Summary and Conclusions. Presents a summary of the results of the HHRA. • Section 9 - References: Provides a list of references cited in the text.
Summary and Conclusions. The HHRA was conducted to evaluate risks to human health at 17 of the 19 parcels that comprise the NRP. Four parcels (9, 10, 11, and 16) were not included because: (1) concentrations of VOCs in groundwater beneath these areas were detected below regulatory criteria, and (2) hazardous materials or wastes at the four parcels, if present, do not appear to have impacted the environment (Xxxxxxx ESE, 200lc). The HHRA evaluated potential health risks to indoor workers, construction workers, adult residents, child residents, and a default 30 year resident (6 years child and 24 years adult). Only the default 30-year residential receptor had multiple xxxxx for which the estimated excess lifetime cancer risks were above lxl0-4. For the other receptors, the lifetime excess risks were mostly within the USEPA risk management range. RME and CTE HIs for the construction worker were greater than 1 for numerous xxxxx, based upon the groundwater volatilization model results. Appropriate use of personnel protective equipment, enforcement of applicable institutional controls, and use of soil TCLs should be sufficient to reduce exposures to acceptable levels. In general, the lifetime excess cancer risks and HIs were highest for xxxxx and buildings within, or just adjacent to, parcel 15. The results of the HHRA are summarized as follows: • Maximum RME lifetime excess cancer risk for construction workers was within the USEPA risk management range (lx 10-6 to lx 10-4) based upon the groundwater volatilization modeling and direct air measurement results. The maximum estimated RME and CTE HIs for the construction worker, based upon the groundwater volatilization modeling and direct air measurements were greater than 1. This is primarily due to direct exposure to the contaminated groundwater. • RME lifetime excess cancer risks for indoor workers, estimated from the groundwater volatilization model, were within or below the risk management range, except for one wen in parcel 15 (W9-35). RME lifetime excess cancer risk estimated from the air measurements was above the risk mJlnagement range (2.3E-4) for four buildings (Building 156, 566, 6 and Hangar 1), but within the risk management range for the remaining buildings. However, lifetime estimated excess cancer risks estimated from xxxxx near Buildings 156 and 566 were an in the lower end of the risk management range. This high estimated lifetime excess cancer risk for Buildings 156 and 566 may due to sources other than contaminated gr...
Summary and Conclusions. Within the context of re-employment preference, please check the appropriate category for this evaluation: □ Satisfactory □ Less than satisfactory (no impact on re-employment preference) □ Unsatisfactory Xxxx’x Signature: Faculty Signature: Date: Date: Faculty signature indicates only that this form has been reviewed, and does not indicate agreement with its contents. Pursuant to Education Code Section 87031, faculty have the right to respond in writing to any component of the evaluation summary and to have his/her response included in his/her personnel file. Faculty will have at most 30 days from the receipt of all of the evaluation materials (including the completed student evaluation forms) to submit the response to the xxxx and/or Human Resources. Xxxxxxx Xxxx: Observer: Class Observed: Date of Observation: Total Observation Time (Minimum 45 minutes):
Summary and Conclusions. 13.1 The proposal presented as part of this application for planning permission have been developed over a long period of time with the principle of residential development on this site having been agreed through the adoption of Core Strategy Policy CSD8, as part of a broad location for development. There have been a number of opportunities for the public/stakeholder engagement throughout the pre-application development period.
13.2 The application needs to be considered against a backdrop of national and local planning policy that is seeking to deliver both market and affordable housing to meet a growing demand for housing evidenced by high house prices and a general affordability gap. The site itself is well located, being in close proximity to New Romney High Street, local education provision, public transport services and a range of other services provided within the High Street.
13.3 The application is for full outline planning permission with much of the detail of the scheme to be submitted at the Reserved Matter stage. Nevertheless it is clear that there are a number of infrastructure issues that need to be addressed most notably in relation to sustainable drainage provision and flood risk, local highway capacity and community infrastructure provision. The relevant statutory agencies have considered the details submitted with the application and are satisfied that these issues can be addressed through appropriately worded planning conditions and the provision of S106 and S278 agreements. Overall the scheme will contribute approximately £700,000 (roughly £7000 per dwelling) to improve local infrastructure, in addition to that provided on site.
13.4 In terms of the scheme itself it is considered that the broad location has the potential to deliver a high quality, well connected scheme, that is in keeping with the general character of the town, with access to high quality open space both on site and within walking distance. The proposed vehicular/pedestrian spine route should provide for an attractive and safe route through the site that has the potential to reduce traffic flows along Cockreed Lane.
13.5 In particular it is considered that the proposed new playing pitch/changing facility will be a major asset for St Xxxxxxxx Primary School and the town as a whole.
13.6 Having regard to all of the sections set out in detail above, there is no reason that the development should not proceed in a timely and controlled manner. Given that application is for ...
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Summary and Conclusions. A combined spectroscopic and computational study of the supramolecular complexes formed by the tetracarboxylic sub- stituted 18-crown-6 with the free amino acid arginine has been performed with the aim of assessing the dominant host–guest coordination schemes. Complexes with overall charge +1 and +2 have been characterized under isolated conditions in the ICR cell of an FTMS instrument at room temperature. The conformational landscape of the complexes has been found to be composed of two main types of configurations, depending on whether the ammonium group of arginine or its guanidinium side group coordinates with the crown ether cavity (denoted here as Am and Gm conformers, respectively). The different types of binding attained in the complex have implications for the individual charge states of host and guest. The presence of the ammonium –NH + binding group in the Am conformers leads to a doubly protonated form in the arginine guest. This finding follows from the fact that the highly basic guanidinium moiety is always protonated, and the zwitterionic form of the amino acid in the complex is not favoured energet- ically. In the complex with overall charge state +1, this implies an anionic form for the crown host, which is achieved by deprotonation of one of the carboxylic groups, through an effective proton transfer to the arginine guest. The resulting carboxylate group is then prone to form a robust bidentate concerted coordination arrangement with guanidinium. In the complex with net charge +2, the crown ether is neutral and the interaction with guanidinium occurs via a bifurcated bond with the CQO group. In the Gm conformers, the crown ether stays neutral, while the amine group is neutral (–NH2) in the com- plexes with charge +1 and it adopts its protonated ammonium form (–NH +) in the complexes with charge +2.
Summary and Conclusions. A high-resolution (O (100m)), integrated hydrology-hydrodynamic model of the Barataria Basin has been developed to simulate explicitly local hydrological cycle over the surrounding drainage basin and hydrodynamics within the basin in response to hydrological, tidal and wind forcing. A flood event due to the tropical xxxxx Xxxxxxx in June 2001 provided a rare opportunity to test the model. In the previous chapter, it was shown that the integrated model appears to be able to capture a significant portion of the observed sea-level variations during the flood. p Figure. 2-20. Simulated salinity differences ( pt) between without and with Davis Pond Figure. 2-20. Simulated salinity differences (ppt) between with and without Davis Pond diversion at 5-day intervals. In this chapter, the integrated model was used to simulate a typical dry summer condition, namely the 30-day period during the summer of 1999. Despite the relatively crude salinity initial condition used (based on only eight observations), the model appears to do reasonable job of simulating time evolution of salinity fields inside the bay. The model was also used to simulate potential impact of freshwater diversions at Xxxxx, West Pointe à la Hache and at Davis Pond. Those simulation runs suggest that even at reasonable diversion rates, notable impacts on water level and salinity should be observable in the multiply connected channels through the xxxxx in the vicinity of operating diversion structures within several days of freshwater release, and after 15 days or so even in the downstream regions of the basin. The largest impact of diversions should be felt in the mid-bay region where the ambient salinity gradients are the steepest. It is notable that the speed associated with the propagation of diversion signal is much faster than the diffusion time-scale suggested for mixing of two water masses in an estuary (e. g., Xxxxxx and Xxxx, 1976). Rather it appears that the signal of diversion propagates at shallow-water wave speed, like a tidal bore, due to its mass flux, consequently impacting depth-integrated salinity values downstream. It is interesting to note that even after day 30, some isolated areas within the bay still remain without noticeable influence of the diversion. Those observations highlight the need to use high model resolution, sufficiently high enough to resolve many of the important complex morphological features of the basin in order to achieve reasonable simulation capability of sa...
Summary and Conclusions. A high-resolution (with a model grid resolution of 100 m for the hydrodynamic model), integrated hydrology-hydrodynamic model of the Barataria Basin has been developed to simulate the local hydrological cycle over the surrounding drainage basin and hydrodynamics within the basin. In order to explicit account for runoff from the surrounding drainage basin, 64 known streams and 522 unknown streams were identified. Each stream is assigned its own drainage subbasin and each drainage subbasin is classified into one of the eight drainage types with its distinct persistence time. Runoff characteristic for each subbasin is determined by the shape of the unit hydrograph selected for this basin to mimic typical runoff. Runoff from the hydrology model is fed into the depth-integrated hydrodynamic model via all the streams specified within the model domain. Detailed simulation of runoff from the surrounding drainage basins has never been done previously in the Barataria Basin. The hydrodynamic model (Park 2002) is based on the model formulation of Xxxxx et al. (2001) with much higher grid resolution than the one used by Park (1998) (also see Xxxxx et al. (1998)). The integrated model is forced by observed tides coming from the Gulf of Mexico, local wind, rainfall and evaporation over the model domain, salinity and temperature estimated at the open boundary located offshore of the mouth of the bay. Estimated local precipitation and evaporation over the model domain based on actual meteorological observations provide hydrological forcing to the hydrological model, that in turn simulates local runoff into the hydrodynamic model. A novel feature of the hydrodynamic model is its use of a very accurate advection scheme, thus, enabling accurate simulation of salinity variations in response to changes in various hydrological forcing functions. A flood event that took place during the tropical xxxxx Xxxxxxx in June 2001 resulted in significant sea-level changes especially in the Figure 1-15. Cross correlations between observed and simulated sea-level heights with rainfall at three stations during Xxxxxxx. upstream region of the basin. The integrated model appears to be able to capture a significant portion of the observed sea-level variations during the flood, providing confidence in the integration of the hydrology model and the hydrodynamic model, at least in terms of mass flux between the hydrology and hydrodynamic models. The next step in the model testing and verification...
