Literatura académica sobre el tema "WSPI3D"

As freshwater becomes an increasingly scarce and expensive natural resource, novel water-saving irrigation methods for dwarfing apple orchards are needed in the Loess Plateau. However, studies are lacking on the effects of novel root-zone irrigation technology on leaf-level photosynthesis, which directly determines the yield and survival ability of trees. In this study, the leaf gas characteristics and water status of five-year-old dwarfing apple trees in the Loess Plateau of China were monitored during the 2016–2017 growing seasons under water storage pit irrigation (WSPI) and surface irrigation (SI) treatments. Under WSPI, the leaf water potential (Ψm), net photosynthesis rate (Pn), stomatal conductance (gs), and chlorophyll content (Chl) were significantly higher than those under SI (by 12.21–28.36%), while non-photochemical quenching, superoxide dismutase, and sucrose were lower. Compared with SI, WSPI improved dwarfing apple yield by 25.4% and 26.7% in 2016 and 2017, respectively. WSPI increased the photosystem II (PSII) activity by increasing the chlorophyll fluorescence features (the potential quantum yield of PSII (Fv/Fm), actual quantum yield (ΦII), photochemical quenching (qP), and electron transport rate (ETR)). Principal component analysis showed that Ψm, Chl, the chlorophyll fluorescence features (qP, ΦII, and ETR), Pn, and gs could represent the leaf photosynthetic difference between WSPI and SI treatments. Results indicated that apple under WSPI could improve its yield through enhancing leaf photosynthetic performance, and water storage pit irrigation is an effective root-zone irrigation method for apple orchards on the Loess Plateau.

<p>W opracowaniu stawiam pytanie, czy ludzie z prawdziwym poczuciem odpowiedzialności, prawdziwie silne osobowości polityczne mogą znaleźć miejsce we współczesnej polityce demokratycznej. Śledząc za klasykami myśli politycznej silne i słabsze strony systemu demokratycznego, dochodzę do wniosku, że sama natura tego ustroju – w spokojnych czasach – wyklucza możliwość rządzenia przez silnych przywódców politycznych. Przywódcy ci, nieskorzy do schlebiania demosowi, nie są w stanie wspiąć się na szczyty władzy. Jawią się jako ludzie politycznie indolentni.</p>

To better understand the physical processes involved in the wave–seabed–pipeline interactions (WSPI), a three-dimensional numerical model for the wave-induced soil response around an offshore pipeline is proposed in this paper. Seabed instability around an offshore pipeline is one of the key factors that need to be considered by coastal engineers in the design of offshore infrastructures. Most previous investigations into the problem of WSPI have only considered wave conditions and have not included currents, despite the co-existence of waves and currents in natural ocean environments. Unlike previous studies, currents are included in the present study for the numerical modeling of WSPI, using an integrated FVM model, in which the volume-averaged Reynolds-averaged Navier–Stokes (VARANS) equation is used to solve the mean fluid field, while Biot’s consolidation equation is used to describe the solid–pore fluid interaction in the porous medium. Numerical examples demonstrate a significant influence of ocean current direction and angle on the wave-induced pore pressures and the resultant seabed liquefaction around the pipeline, which cannot be observed in two-dimensional (2D) numerical simulation.

Emergency interconnected operation (EIO) between adjacent blocks in a water distribution system (WDS) is one of the most effective countermeasures of a water utility when abnormal conditions (e.g., suspended water supply, pipe burst) occur at a certain location. For improved WDS operation and management, calculating a reliable performance indicator that accurately represents the states of consumers under both normal and abnormal conditions is essential. In this study, a water supply performance indicator (WSPI) was developed for assessing the hydraulic performance of a WDS in terms of consumer usability and satisfaction. A fuzzy function is used to represent the consumer satisfaction with the water supply level, and the satisfaction of different consumers can be adjusted by setting the variables of the fuzzy function. The WSPI can be applied to a hydraulic analysis model based on data from an actual WDS to assess the water supply capacity for each node and the entire network. It can also be used in an advanced pressure-driven analysis model to assess the WDS performance under various abnormal conditions. The proposed WSPI was applied to six suspended water supply scenarios of an actual WDS with and without EIO to assess the effectiveness of this countermeasure.

Opracowanie jest próbą ukazania sytuacji rozstania rodzicówz punktu widzenia doświadczeń sędziego rodzinnego oraz działańwspierających, kierowanych do rodziców i dzieci w sytuacji rozpadurodziny, prowadzonych przez Śląską Fundację Błękitny Krzyż. Z jednejstrony postępowania sądowe i orzeczenia są wydawane przez sądy kie-rujące się dobrem dziecka. Z drugiej jednak strony przyczyniają się dotworzenia podstaw do eskalacji konfliktu między stronami, co sprawia,że dziecko, przeżywające rozpad swojej rodziny, uwikłane jest w walkęnajbliższych sobie osób, a rodzice często zmuszają dziecko do wybo-ru pomiędzy ojcem a matką. Opracowanie sygnalizuje potrzebę zmianw procedurach sądowych i konieczność podejmowania działań wspie-rających rodziców po rozstaniu, kierujących ich uwagę na przyszłośći dobro dzieci.

This article is inspired by private research conducted by the author over the past few years. The study involved more than 600 students of WSE UAM in Poznan and WP WSPiA in Poznan. The article describes metaphor of the labyrinth. Labyrinth and its metaphor is known in cultures and religions for more than 4,500 years and is still strongly present in many. The main purpose of this study is to explore and show psychological, cultural and philosophical significance and importance of the labyrinth and its metaphors in the modern world - especially among young adults. The article is also a prelude to a discussion about the use of the metaphor of the labyrinth in therapy by art – especially horticultural therapy.

Abstract The paper draws on Colombo, Sri Lanka as the case study for developing Water Sensitive Planning and Design (WSPD) to deliver a flood resilient urban environment. Digital data and documentary data were evaluated to analyse water sensitive characteristics, potentials and constraints within the catchment. Spatial analysis tools in ArcGIS were used when analysing issues in the landscape mosaic. Evaluation of the landscape mosaic clearly identifies urban form and its significant issues in creating ecological links and patches, such as, marshes, streams, roads and shrubs that can create potential opportunities during stormwater management. Geographically, the low-lying area plays an important role as the natural detention/retention basin for stormwater of the urban catchment during intensive rainfall. In addition, increased impervious surfaces created by high-density urban development and the limited availability of space have created challenges for retrofitting additional stormwater infrastructure. The study identifies the important role that urban planning can play in safeguarding strategies to deal with urban water related issues in more compromising and accommodating ways when situating stormwater infrastructure to optimise the connectivity and corridors. The study demonstrated the importance of street layouts in the urban landscape to support the development of WSPD. This approach provides sustainable ecological protection and outcomes to achieve a flood resilient environment in the catchment.

Master of Engineering (Research)
Soil surrounding a submarine buried pipeline consolidates as ocean waves propagate over the seabed surface. Conventional models for the analysis of soil behaviour near the pipeline assume a two-dimensional interaction problem between waves, the seabed soil, and the structure. In other words, it is often considered that water waves travel normal to the orientation of pipeline. However, the real ocean environment is three-dimensional and waves approach the structure from various directions. It is therefore the key objective of the present research to study the seabed behaviour in the vicinity of marine pipelines from a three-dimensional point of view. A three-dimensional numerical model is developed based on the Finite Element Method to analyse the so-called momentary behaviour of soil under the wave loading. In this model, the pipeline is assumed to be rigid and anchored within a rigid impervious trench. A non-slip condition is considered to exist between the pipe and the surrounding soil. Quasi-static soil consolidation equations are then solved with the aid of the proposed FE model. In this analysis, the seabed behaviour is assumed to be linear elastic with the soil strains remaining small. The influence of wave obliquity on seabed responses, i.e. the pore pressure and soil stresses, are then studied. It is revealed that three-dimensional characteristics systematically affect the distribution of soil response around the circumference of the underwater pipeline. Numerical results suggest that the effect of wave obliquity on soil responses can be explained through the following two mechanisms: (i) geometry-based three-dimensional influences, and (ii) the formation of inversion nodes. Further, a parametric study is carried out to investigate the influence of soil, wave and pipeline properties on wave-associated pore pressure as well as principal effective and shear stresses within the porous bed, with the aid of proposed three-dimensional model. There is strong evidence in the literature that the failure of marine pipelines often stems from the instability of seabed soil close to this structure, rather than from construction deficiencies. The wave-induced seabed instability is either associated with the soil shear failure or the seabed liquefaction. Therefore, the developed three-dimensional FE model is used in this thesis to further investigate the instability of seabed soil in the presence of a pipeline. The widely-accepted criterion, which links the soil liquefaction to the wave-induced excess pressure is used herein to justify the seabed liquefaction. It should be pointed out that although the present analysis is only concerned with the momentary liquefaction of seabed soil, this study forms the basis for the three-dimensional analysis of liquefaction due to the residual mechanisms. The latter can be an important subject for future investigations. At the same time, a new concept is developed in this thesis to apply the dynamic component of soil stress angle to address the phenomenon of wave-associated soil shear failure. At this point, the influence of three-dimensionality on the potentials for seabed liquefaction and shear failure around the pipeline is investigated. Numerical simulations reveal that the wave obliquity may not notably affect the risk of liquefaction near the underwater pipeline. But, it significantly influences the potential for soil shear failure. Finally, the thesis proceeds to a parametric study on effects of wave, soil and pipeline characteristics on excess pore pressure and stress angle in the vicinity of the structure.

The prevalent use of the Internet not only brings with it numerous advantages, but also some drawbacks. The biggest of these problems is the threat to the individual’s personal privacy. This privacy issue is playing a growing role with respect to technological advancements. While new service-based technologies are considerably increasing the scope of information flow, the cost is a loss of control over personal information and therefore privacy. Existing privacy protection measures might fail to provide effective privacy protection in these new environments. This dissertation focuses on the use of new technologies to improve the levels of personal privacy. In this regard the WSP3 (Web Service Model for Personal Privacy Protection) model is formulated. This model proposes a privacy protection scheme using Web Services. Having received tremendous industry backing, Web Services is a very topical technology, promising much in the evolution of the Internet. In our society privacy is highly valued and a very important issue. Protecting personal privacy in environments using new technologies is crucial for their future success. These facts, combined with the detail that the WSP3 model focusses on Web Service environments, lead to the following realizations for the model: The WSP3 model provides users with control over their personal information and allows them to express their desired level of privacy. Parties requiring access to a user’s information are explicitly defined by the user, as well as the information available to them. The WSP3 model utilizes a Web Services architecture to provide privacy protection. In addition, it integrates security techniques, such as cryptography, into the architecture as required. The WSP3 model integrates with current standards to maintain their benefits. This allows the implementation of the model in any environment supporting these base technologies. In addition, the research involves the development of a prototype according to the model. This prototype serves to present a proof-of-concept by illustrating the WSP3 model and all the technologies involved. The WSP3 model gives users control over their privacy and allows everyone to decide their own level of protection. By incorporating Web Services, the model also shows how new technologies can be used to offer solutions to existing problem areas.

The well-separated pair decomposition (WSPD) of the complete Euclidean graph defined on points in R 2 , introduced by Callahan and Kosaraju [JACM, 42 (1): 67-90, 1995], is a technique for partitioning the edges of the complete graph based on length into a linear number of sets. Among the many different applications of WSPDs, Callahan and Kosaraju proved that the sparse subgraph that results by selecting an arbitrary edge from each set (called WSPD-spanner) is a 1 + 8/(s − 4)-spanner, where s > 4 is the separation ratio used for partitioning the edges. Although competitive local-routing strategies exist for various spanners such as Yao-graphs, Θ-graphs, and variants of Delaunay graphs, few local-routing strategies are known for any WSPD-spanner. Our main contribution is a local-routing algorithm with a near-optimal competitive routing ratio of 1 + O(1/s) on a WSPD-spanner. Specifically, using Callahan and Kosaraju’s fair split-tree, we show how to build a WSPD-spanner with spanning ratio 1 + 4/s + 4/(s − 2) which is a slight improvement over 1 + 8/(s − 4). We then present a 2-local and a 1-local routing algorithm on this spanner with competitive routing ratios of 1 + 6/(s − 2) + 4/s and 1 + 8/(s − 2) + 4/s + 8/s 2 , respectively. Moreover, we prove that there exists a point set for which our WSPD-spanner has a spanning ratio of at least 1 + 8/s, thereby proving the near-optimality of its spanning ratio and the near-optimality of the routing ratio of both our routing algorithms.

碩士
國立臺灣大學
建築與城鄉研究所
104
In recent years, the quality of riverside space has been taken seriously. The riverside bikeway takes a main role in the planning and building of the riverside parks in Taipei, and people are encouraged to be more active along the riverside. However, conflict events appear more and more frequently by the increasing of quality and quantity of the use. Conflict events are especially happening between bike riders. This research is based on the experience of bike riders: First of all, the researcher analyzed riders’ riding experience of riverside bikeway. Second, articles of riding conflict on internet are aggregated, and bike riders those who have conflict experience are interviewed. Through the conflict experience, the researcher focused on exposing what riders really faced in riding conflict: what they thought, how they acted, and what kinds of strategies they took to deal with crisis, how they adjusted themselves to adapt to conflict situations. Mutual influences between riders and the environment are also noted. By realizing real riding environment of the riverside bikeway，the researcher tried to find out the potential in three parts: building and planning, riding concepts, and the management. The researcher suggested that the riverside parks which have similar patterns of usage should be integrated. And riverside bikeways should be established to respond the diversity of riding patterns. Finally, systems of route mark should be united, and the authorities of management and security should integrate the information and resources which they own.

This chapter aims to examine the challenges to, and opportunities for, promoting Human Computer Interaction (HCI) and usability guidelines and principles through reflective journal assessment by information systems students from the Australian and Portuguese higher education sectors. In order to raise students' awareness of HCI and aspects of usability, especially in the Web development process, a new unit was developed by the first researcher called Information Systems 650 (IS650) in Australia. From this unit was derived the Web Site Planning and Development (WSPD) course introduced in Portugal. The reflective journal assessment approach was employed to enhance students' learning and knowledge of HCI and its usability aspects. This study provides empirical evidence from 64 students from Australia and Portugal, based on quantitative and qualitative data derived from three sources: students' formal and informal feedback and an online survey. Students confirmed that the use of reflective journal assessment consolidated their understanding of HCI and usability guidelines and principles and improved their reading, searching, researching, and writing skills, and their proficiency with the endnote software.

This chapter aims to examine the challenges to, and opportunities for, promoting Human Computer Interaction (HCI) and usability guidelines and principles through reflective journal assessment by information systems students from the Australian and Portuguese higher education sectors. In order to raise students’ awareness of HCI and aspects of usability, especially in the Web development process, a new unit was developed by the first researcher called Information Systems 650 (IS650) in Australia. From this unit was derived the Web Site Planning and Development (WSPD) course introduced in Portugal. The reflective journal assessment approach was employed to enhance students' learning and knowledge of HCI and its usability aspects. This study provides empirical evidence from 64 students from Australia and Portugal, based on quantitative and qualitative data derived from three sources: students’ formal and informal feedback and an online survey. Students confirmed that the use of reflective journal assessment consolidated their understanding of HCI and usability guidelines and principles and improved their reading, searching, researching, and writing skills, and their proficiency with the endnote software.

In this paper, a three-dimensional numerical model is developed to analyze the ocean wave-induced seabed response. The pipeline is assumed to be rigid and anchored within a trench. Quasi-static soil consolidation equations are solved with the aid of the proposed Finite Element (FE) model within COMSOL Multiphysics. The influence of wave obliquity on seabed responses, the pore pressure and soil stresses, are studied. A comprehensive tests of FE meshes is performed to determine appropriate meshes for numerical calculations. The present model is verified with the previous analytical solutions without a pipeline and two-dimensional experimental data with a pipeline. Numerical results suggest that the effect of wave obliquity on soil responses can be explained through the following two mechanisms: (i) geometry-based three-dimensional influences, and (ii) the formation of inversion nodes. However, the influences of wave obliquity on the wave-induced pore pressure are insignificant.

Beneficial use of reclaimed wastewater (RW) and biosolids (BS) in soils is accompanied by large input of sewage-originated P. Prolonged application may result in P accumulation up to levelsBeneficial use of reclaimed wastewater (RW) and biosolids (BS) in soils is accompanied by large input of sewage-originated P. Prolonged application may result in P accumulation up to levels that impair plant nutrition, increase P loss, and promote eutrophication in downstream waters. This study aims to shed light on the RW- and BS-P forms in soils and to follow the processes that determine P reactivity, solubility, availability, and loss in RW and BS treated soils. The Technion group used sequential P extraction combined with measuring stable oxygen isotopic composition in phosphate (δ18OP) and with 31P-NMR studies to probe P speciation and transformations in soils irrigated with RW or fresh water (FW). The application of the δ18OP method to probe inorganic P (Pi) speciation and transformations in soils was developed through collaboration between the Technion and the UCSC groups. The method was used to trace Pi in water-, NaHCO3-, NaOH-, and HCl- P fractions in a calcareous clay soil (Acre, Israel) irrigated with RW or FW. The δ18OP signature changes during a month of incubation indicated biogeochemical processes. The water soluble Pi (WSPi) was affected by enzymatic activity yielding isotopic equilibrium with the water molecules in the soil solution. Further it interacted rapidly with the NaHCO3-Pi. The more stable Pi pools also exhibited isotopic alterations in the first two weeks after P application, likely related to microbial activity. Isotopic depletion which could result from organic P (PO) mineralization was followed by enrichment which may result from biologic discrimination in the uptake. Similar transformations were observed in both soils although transformations related to biological activity were more pronounced in the soil treated with RW. Specific P compounds were identified by the Technion group, using solution-state 31P-NMR in wastewater and in soil P extracts from Acre soils irrigated by RW and FW. Few identified PO compounds (e.g., D-glucose-6-phosphate) indicated coupled transformations of P and C in the wastewater. The RW soil retained higher P content, mainly in the labile fractions, but lower labile PO, than the FW soil; this and the fact that P species in the various soil extracts of the RW soil appear independent of P species in the RW are attributed to enhanced biological activity and P recycling in the RW soil. Consistent with that, both soils retained very similar P species in the soil pools. The HUJ group tested P stabilization to maximize the environmental safe application rates and the agronomic beneficial use of BS. Sequential P extraction indicated that the most reactive BS-P forms: WSP, membrane-P, and NaHCO3-P, were effectively stabilized by ferrous sulfate (FeSul), calcium oxide (CaO), or aluminum sulfate (alum). After applying the stabilized BS, or fresh BS (FBS), FBS compost (BSC), or P fertilizer (KH2PO4) to an alluvial soil, P availability was probed during 100 days of incubation. A plant-based bioassay indicated that P availability followed the order KH2PO4 >> alum-BS > BSC ≥ FBS > CaO-BS >> FeSul-BS. The WSPi concentration in soil increased following FBS or BSC application, and P mineralization further increased it during incubation. In contrast, the chemically stabilized BS reduced WSPi concentrations relative to the untreated soil. It was concluded that the chemically stabilized BS effectively controlled WSPi in the soil while still supplying P to support plant growth. Using the sequential extraction procedure the persistence of P availability in BS treated soils was shown to be of a long-term nature. 15 years after the last BS application to MN soils that were annually amended for 20 years by heavy rates of BS, about 25% of the added BS-P was found in the labile fractions. The UMN group further probed soil-P speciation in these soils by bulk and micro X-ray absorption near edge structure (XANES). This newly developed method was shown to be a powerful tool for P speciation in soils. In a control soil (no BS added), 54% of the total P was PO and it was mostly identified as phytic acid; 15% was identified as brushite and 26% as strengite. A corn crop BS amended soil included mostly P-Fe-peat complex, variscite and Al-P-peat complex but no Ca-P while in a BS-grass soil octacalcium phosphate was identified and o-phosphorylethanolamine or phytic acid was shown to dominate the PO fraction that impair plant nutrition, increase P loss, and promote eutrophication in downstream waters. This study aims to shed light on the RW- and BS-P forms in soils and to follow the processes that determine P reactivity, solubility, availability, and loss in RW and BS treated soils. The Technion group used sequential P extraction combined with measuring stable oxygen isotopic composition in phosphate (δ18OP) and with 31P-NMR studies to probe P speciation and transformations in soils irrigated with RW or fresh water (FW). The application of the δ18OP method to probe inorganic P (Pi) speciation and transformations in soils was developed through collaboration between the Technion and the UCSC groups. The method was used to trace Pi in water-, NaHCO3-, NaOH-, and HCl- P fractions in a calcareous clay soil (Acre, Israel) irrigated with RW or FW. The δ18OP signature changes during a month of incubation indicated biogeochemical processes. The water soluble Pi (WSPi) was affected by enzymatic activity yielding isotopic equilibrium with the water molecules in the soil solution. Further it interacted rapidly with the NaHCO3-Pi. The more stable Pi pools also exhibited isotopic alterations in the first two weeks after P application, likely related to microbial activity. Isotopic depletion which could result from organic P (PO) mineralization was followed by enrichment which may result from biologic discrimination in the uptake. Similar transformations were observed in both soils although transformations related to biological activity were more pronounced in the soil treated with RW. Specific P compounds were identified by the Technion group, using solution-state 31P-NMR in wastewater and in soil P extracts from Acre soils irrigated by RW and FW. Few identified PO compounds (e.g., D-glucose-6-phosphate) indicated coupled transformations of P and C in the wastewater. The RW soil retained higher P content, mainly in the labile fractions, but lower labile PO, than the FW soil; this and the fact that P species in the various soil extracts of the RW soil appear independent of P species in the RW are attributed to enhanced biological activity and P recycling in the RW soil. Consistent with that, both soils retained very similar P species in the soil pools. The HUJ group tested P stabilization to maximize the environmental safe application rates and the agronomic beneficial use of BS. Sequential P extraction indicated that the most reactive BS-P forms: WSP, membrane-P, and NaHCO3-P, were effectively stabilized by ferrous sulfate (FeSul), calcium oxide (CaO), or aluminum sulfate (alum). After applying the stabilized BS, or fresh BS (FBS), FBS compost (BSC), or P fertilizer (KH2PO4) to an alluvial soil, P availability was probed during 100 days of incubation. A plant-based bioassay indicated that P availability followed the order KH2PO4 >> alum-BS > BSC ≥ FBS > CaO-BS >> FeSul-BS. The WSPi concentration in soil increased following FBS or BSC application, and P mineralization further increased it during incubation. In contrast, the chemically stabilized BS reduced WSPi concentrations relative to the untreated soil. It was concluded that the chemically stabilized BS effectively controlled WSPi in the soil while still supplying P to support plant growth. Using the sequential extraction procedure the persistence of P availability in BS treated soils was shown to be of a long-term nature. 15 years after the last BS application to MN soils that were annually amended for 20 years by heavy rates of BS, about 25% of the added BS-P was found in the labile fractions. The UMN group further probed soil-P speciation in these soils by bulk and micro X-ray absorption near edge structure (XANES). This newly developed method was shown to be a powerful tool for P speciation in soils. In a control soil (no BS added), 54% of the total P was PO and it was mostly identified as phytic acid; 15% was identified as brushite and 26% as strengite. A corn crop BS amended soil included mostly P-Fe-peat complex, variscite and Al-P-peat complex but no Ca-P while in a BS-grass soil octacalcium phosphate was identified and o-phosphorylethanolamine or phytic acid was shown to dominate the PO fraction.