Distributed, Agent-Based Intelligent System for Demand Response Program Simulation in Smart Grids

A distributed, agent-based intelligent system models and simulates a smart grid using physical players and computationally simulated agents. The proposed system can assess the impact of demand response programs.

Rede de Distribuição da ilha Graciosa: Análise e Exploração de Funcionamento

Nos tempos atuais as empresas que atuam no ramo dos sistemas elétricos de energias enfrentam desafios cada vez mais exigentes, dado o enquadramento normativo a que estão sujeitas por parte da entidade reguladora dos serviços energéticos. No caso do Arquipélago dos Açores, o normativo relativo ao regulamento da qualidade de serviço entrou em vigor em 2006, trazendo à EDA,S.A. (Eletricidade dos Açores), entidade responsável pelo transporte e distribuição de energia na região, novas exigências para adequados níveis de eficiência e de garantias aos clientes, no que respeita à qualidade de serviço que lhes é prestado. No âmbito deste trabalho, é efetuado o estudo do trânsito de potência sobre a rede distribuição 15 kV da ilha Graciosa. Para tal, é realizada a modelização da rede no software de rede elétricas porwerworld 8.0. e são idealizados um conjunto de cenários de exploração da rede, que visam simular situações reais que ocorrem na exploração diária da rede de distribuição da ilha. Nas simulações a efetuar consideram-se dois cenários com perfil de carga distintos, um referente à ponta máxima, e outro referente ao vazio mínimo, verificados no ano de 2014. Quanto ao modo de exploração da rede nos cenários a simular, é contemplado o modo de exploração normalmente operado pela empresa gestora, bem como diversas reconfigurações sobre o modo de exploração normalmente operado, realizadas através da abertura e fecho dos aparelhos de corte constituintes da rede. Em todos os cenários simulados, é realizado um estudo relativamente à potência de perdas do sistema, ao perfil da tensão nos diversos postos de transformação, e ao congestionamento de energia verificado nas linhas de distribuição da rede.

A Multiple Criteria Utility-based Approa h for the Unit Commitment with Wind Power and Pumped Storage Hydro

The integration of wind power in eletricity generation brings new challenges to unit commitment due to the random nature of wind speed. For this particular optimisation problem, wind uncertainty has been handled in practice by means of conservative stochastic scenario-based optimisation models, or through additional operating reserve settings. However, generation companies may have different attitudes towards operating costs, load curtailment, or waste of wind energy, when considering the risk caused by wind power variability. Therefore, alternative and possibly more adequate approaches should be explored. This work is divided in two main parts. Firstly we survey the main formulations presented in the literature for the integration of wind power in the unit commitment problem (UCP) and present an alternative model for the wind-thermal unit commitment. We make use of the utility theory concepts to develop a multi-criteria stochastic model. The objectives considered are the minimisation of costs, load curtailment and waste of wind energy. Those are represented by individual utility functions and aggregated in a single additive utility function. This last function is adequately linearised leading to a mixed-integer linear program (MILP) model that can be tackled by general-purpose solvers in order to find the most preferred solution. In the second part we discuss the integration of pumped-storage hydro (PSH) units in the UCP with large wind penetration. Those units can provide extra flexibility by using wind energy to pump and store water in the form of potential energy that can be generated after during peak load periods. PSH units are added to the first model, yielding a MILP model with wind-hydro-thermal coordination. Results showed that the proposed methodology is able to reflect the risk profiles of decision makers for both models. By including PSH units, the results are significantly improved.

Strengthening to seismic action of reinforced columns with rectangular cross-section

The first part of this research work regards the assessment of the mathematical modelling of reinforced concrete columns confined with carbon fibre (CFRP) sheets under axial loading. The purpose was to evaluate existing analytical models, contribute to possible improvements and choose the best model(s) to be part of a new model for the prediction of the behaviour of confined columns under bending and compression. For circular columns, a wide group of authors have proposed several models specific for FRP-confined concrete. The analysis of some of the existing models was carried out by comparing these with several tested columns. Although several models predict fairly the peak load only few can properly estimate the load-strain and dilation behaviour of the columns. Square columns confined with CFRP show a more complex interpretation of their behaviour. Accordingly, the analysis of two experimental programs was carried out to propose new modelling equations for the whole behaviour of columns. The modelling results show that the analytical curves are in general agreement with the presented experimental curves for a wide range of dimensions. An analysis similar to the one done for circular columns was this turn carried out for square columns. Few models can fairly estimate the whole behaviour of the columns and with less accuracy at all levels when compared with circular columns. The second part of this study includes seven experimental tests carried out on reinforced concrete rectangular columns with rounded corners, different damage condition and with confinement and longitudinal strengthening systems. It was concluded that the use of CFRP confinement is viable and of effective performance enhancement alone and combined with other techniques, maintaining a good ductile behaviour for established threshold displacements. As regards the use of external longitudinal strengthening combined with CFRP confinement, this system is effective for the performance enhancement and viable in terms of execution. The load capacity was increased significantly, preserving also in this case a good ductile behaviour for threshold displacements. As to the numerical nonlinear modelling of the tested columns, the results show a variation of the peak load of 1% to 10% compared with tests results. The good results are partly due to the inclusion of the concrete constitutive model by Mander et al. modified by Faustino, Chastre & Paula taking into account the confinement effect. Despite the reasonable approximation to tests results, the modelling results showed higher unloading, which leads to an overestimate dissipated energy and residualdisplacement.

Numerical and experimental analysis of full scale arches reinforced with GFRP materials

In this contribution, original limit analysis numerical results are presented dealing with some reinforced masonry arches tested at the University of Minho-UMinho, PT. Twelve in-scale circular masonry arches were considered, reinforced in various ways at the intrados or at the extrados. GFRP reinforcements were applied either on undamaged or on previously damaged elements, in order to assess the role of external reinforcements even in repairing interventions. The experimental results were critically discussed at the light of limit analysis predictions, based on a 3D FE heterogeneous upper bound approach. Satisfactory agreement was found between experimental evidences and the numerical results, in terms of failure mechanisms and peak load.

Simulação numérica do comportamento ao impacto de componentes metálicos para aplicações de crashworthiness utilizando iniciadores de deformação configuráveis

Dissertação de mestrado integrado em Engenharia Mecânica

Investigation of Field Corrosion Performance and Bond/Development Length of Galvanized Reinforcing Steel, TR-666, 2014

In reinforced concrete systems, ensuring that a good bond between the concrete and the embedded reinforcing steel is critical to long-term structural performance. Without good bond between the two, the system simply cannot behave as intended. The bond strength of reinforcing bars is a complex interaction between localized deformations, chemical adhesion, and other factors. Coating of reinforcing bars, although sometimes debated, has been commonly found to be an effective way to delay the initiation of corrosion in reinforced concrete systems. For many years, the standard practice has been to coat reinforcing steel with an epoxy coating, which provides a barrier between the steel and the corrosive elements of water, air, and chloride ions. Recently, there has been an industry-led effort to use galvanizing to provide the protective barrier commonly provided by traditional epoxy coatings. However, as with any new structural product, questions exist regarding both the structural performance and corrosion resistance of the system. In the fall of 2013, Buchanan County, Iowa constructed a demonstration bridge in which the steel girders and all internal reinforcing steel were galvanized. The work completed in this project sought to understand the structural performance of galvanized reinforcing steel as compared to epoxy-coated steel and to initiate a long-term corrosion monitoring program. This work consisted of a series of controlled laboratory tests and the installation of a corrosion monitoring system that can be observed for years in the future. The results of this work indicate there is no appreciable difference between the bond strength of epoxy-coated reinforcing steel and galvanized reinforcing steel. Although some differences were observed, no notable difference in either peak load, slip, or failure mode could be identified. Additionally, a long-term monitoring system was installed in this Buchanan County bridge and, to date, no corrosion activity has been identified.

Attachment of Combination Rails to Concrete Parapets Utilizing Epoxy Adhesive Anchors, RPFP-IOWA-1, 2015

The Iowa Department of Transportation (IaDOT) was interested in investigating the use of epoxy adhesive anchorages for the attachment of posts used in the BR27C combination bridge rail system. Alternative anchorage concepts were developed using a modified version of the ACI 318-11 procedures for embedded anchor design. Four design concepts were developed for review by IaDOT, including: (1) a four-bolt square anchorage, (2) a four-bolt spread anchorage, (3) a twobolt centered anchorage, and (4) a two-bolt offset anchorage. IaDOT representatives selected the four-bolt spread anchorage and the two-bolt offset anchorage as the preferred designs for evaluation. In addition to these two proposed configurations, IaDOT also requested that the researchers evaluate a third option that had been previously installed on the US-20 bridge near Hardin, IA. The proposed alternative anchorages and the original cast-in-place anchorage for the BR27C combination bridge rail were evaluated through dynamic component testing. The test of the original cast-in-place anchorage was used a baseline for comparison with the alternative designs. Test no. IBP-1 of the original cast-in-place anchorage developed a peak load of 22.9 kips (101.9 kN) at a deflection of 1.5 in. (38 mm). All three of the tested alternative anchorages provided greater load capacity than the original cast-in-place design and were deemed acceptable surrogates. Of the three alternative designs, the two-bolt offset design was deemed the best option.

Selvitys yliopistorakennuksen energiatehokkuudesta

Rakennusten energiatehokkuusdirektiivi astui voimaan vuonna 2003. Yksi direktiivinkeskeisimmistä kohdista on energiatodistuksen hankkiminen silloin kun rakennusta tai sen osaa myydään tai vuokrataan. Kiinteistön omistaja voi hankkia energiatodistuksen joko erillisenä todistuksena, isännöitsijäntodistuksen osana tai katselmuksen yhteydessä. Tässä työssä verrataan jo olemassa olevaa katselmusmenettelyä erilliseen energiatodistukseen ja energiatodistuksen myöntämiseen isännöitsijätodistuksen yhteydessä case-kohteen kautta arvioituna. Vertailun suorittamiseksi tehtiin osana diplomityötä energiakatselmus Lappeenrannan teknillisen yliopiston rakennusvaiheesta 7. Energiakatselmukseen verrattuna energiatodistus on huomattavasti suppeampi selvitys rakennuksen energiankulutuksesta. Arvioitu energiankulutuksen säästöpotentiaali energiatodistuksessa oli noin puolet energiakatselmuksessa löydetyistä, kustannusten ollessa huomattavasti alhaisemmat. Erillisenä osana työssä käsitellään tilaustehojen tarkistusta Lappeenrannan teknillisen yliopiston rakennuskannasta. Rakennusvaiheen 7 tilausteho oli oikeansuuruinen, muiden rakennusvaiheiden osalta tilaustehojen uudelleen tarkastamista kannattaa harkita.

Ilmastonmuutoksen vaikutussähköverkkoliiketoimintaan

Tässä diplomityössä tutkittiin ilmastonmuutoksen vaikutusta sähköverkkoliiketoimintaan. Ilmastonmuutosennusteet laadittiin RCAOilmastomallin antamien laskelmien perusteella. Ilmastomuuttujien ennusteet tehtiin ajanjaksolle 2016 - 2045 ja ennusteiden vertailujaksona käytettiin ajanjaksoa 1960 - 1990. Ennusteet laadittiin sadannalle, lämpötilalle, kuuraantumiselle, huurteelle, ukkoselle, routaantumiselle ja tuulisuudelle. Ilmastomuuttujien vaikutukset arvioitiin sekä tekniseltä että taloudelliselta kannalta. Ilmastonmuutoksen myötä on odotettavissa, että ilmastomuuttujien aiheuttamat rasitukset verkkoliiketoimintaa kohtaan tulevat olemaan niistä saatuja hyötyjä suuremmat. Vikamäärien kasvu on merkittävin ja haastavin ilmastonmuutoksen aiheuttama haitta. Ukkonen, lumikuormat ja tuuli tulevat aiheuttamaan nykyistä enemmän vikoja erityisesti keskijänniteverkoissa avojohdoille ellei verkkoja kehitetä vikavarmemmiksi. Lämpötilan nousun seurauksena lämmitystarve laskee ja jäähdytystarve nousee. Tämä näkyy merkittävimmin voimakkaasti lämpötilariippuvaisten käyttäjäryhmien sähkönkulutuksessa ja huippukuormissa.

Paperitehtaan energianhuoltoratkaisut

Työssä tarkastellaan paperitehtaan tarvitsemia energiavirtoja ja niiden tuottamista paperitehtaan yhteydessä olevalla voimalaitoksella. Työn perusteella tehtiin laskentamalli, jolla voidaan vertailla esisuunnittelun alussa eri laitoskonsepteja tarkemman suunnittelun pohjaksi. Tyypillistä paperitehtaan energiantuotannolle on suuri vuosittainen huipunkäyttöaika ja energiantuotannolta vaadittava luotettavuus. Lisäksi energiantuotannon voidaan edellyttää käyttävän hyödyksi paperintuotannon sivuainevirtoja. Tarkastelu on suoritettu kannattavuustarkasteluna ottaen huomiin koko voimalaitoksen käyttöiän kustannukset. Kannattavuuteen vaikuttavat investointikustannusten lisäksi merkittävästi myös polttoainekustannukset. Herkkyystarkastelulla voidaan vertailla eri konseptien kannattavuutta eri lähtötietoarvoilla. Erilaiset maksulliset päästökiintiöt voivat muuttaa eri konseptien keskinäistä kannattavuutta. Päästökiintiöiden markkinat ovat kuitenkin vielä selkiytymättömät.

Sähkön tuotantokustannusvertailu

Työssä vertaillaan eri sähköntuotantovaihtoehtojen taloudellista kannattavuutta. Kannattavuusvertailu suoritetaan pelkkää sähköä tuottaville voimalaitoksille. Sähkön ja lämmön yhteistuotannon lisärakentaminen tulee kattamaan tietyn osuuden lähitulevaisuuden sähkön hankinnan vajeesta, mutta sen lisäksi tarvitaan myös uutta lauhdetuotantokapasiteettia. Tutkittavat voimalaitostyypit ovat: ydinvoimalaitos, maakaasukombilauhdevoimalaitos, kivihiililauhdevoimalaitos, turvelauhdevoimalaitos, puulauhdevoimalaitos ja tuulivoimala. Kannattavuustarkastelu suoritetaan annuiteettimenetelmällä käyttäen 5 % reaalikorkoa ja tammikuun 2008 hintatasoa. Laskelmien perusteella 8000 tunnin huipunkäyttöajalla ydinsähkön tuotantokustannus olisi 35,0 € /MWh, kaasusähkön 59,2 €/MWh ja hiilisähkön 64,4 €/MWh, kun hiilidioksidipäästöoikeuden hintana käytetään 23 €/t. Ilman päästökauppaa kaasusähkön hinta on 51,2 €/MWh ja hiilisähkön 45,7 €/MWh ydinsähkön hinnan pysyessä ennallaan. Herkkyystarkastelun tulosten perusteella ydinvoiman kilpailukyky korostuu muihin tarkasteltuihin tuotantomuotoihin verrattuna. Ydinpolttoaineen suurellakaan hinnan muutoksella ei ole merkittävää vaikutusta ydinsähkön tuotantokustannukseen, kun taas maakaasusähkö on erittäin riippuvainen polttoaineen hinnasta. Myös päästöoikeuden hinnan kasvu lisää merkittävästi ydinvoiman kilpailukykyä kaasu- ja hiilisähköön verrattuna. Ydinvoimainvestoinnin kannattavuutta ja takaisinmaksua tarkastellaan myös yksinään siten, että investoinnilla saavutettavien tuottojen laskennassa käytetään useita eri sähkön markkinahintoja. Investoinnin kannattavuus on erittäin hyvä, kun sähkön markkinahinta on 50 €/MWh tai suurempi.

Comparison of electricity generation costs

The economical competitiveness of various power plant alternatives is compared. The comparison comprises merely electricity producing power plants. Combined heat and power (CHP) producing power will cover part of the future power deficit in Finland, but also condensing power plants for base load production will be needed. The following types of power plants are studied: nuclear power plant, combined cycle gas turbine plant, coal-fired condensing power plant, peat-fired condensing power plant, wood-fired condensing power plant and wind power plant. The calculations are carried out by using the annuity method with a real interest rate of 5 % per annum and with a fixed price level as of January 2008. With the annual peak load utilization time of 8000 hours (corresponding to a load factor of 91,3 %) the production costs would be for nuclear electricity 35,0 €/MWh, for gas based electricity 59,2 €/MWh and for coal based electricity 64,4 €/MWh, when using a price of 23 €/tonCO2 for the carbon dioxide emission trading. Without emission trading the production cost of gas electricity is 51,2 €/MWh and that of coal electricity 45,7 €/MWh and nuclear remains the same (35,0 €/MWh) In order to study the impact of changes in the input data, a sensitivity analysis has been carried out. It reveals that the advantage of the nuclear power is quite clear. E.g. the nuclear electricity is rather insensitive to the changes of nuclear fuel price, whereas for natural gas alternative the rising trend of gas price causes the greatest risk. Furthermore, increase of emission trading price improves the competitiveness of the nuclear alternative. The competitiveness and payback of the nuclear power investment is studied also as such by using various electricity market prices for determining the revenues generated by the investment. The profitability of the investment is excellent, if the market price of electricity is 50 €/MWh or more.

Development of power flows around Baltic countries with new grid links

In the Thesis main focus is done on power flow development paths around the Baltic States as well as on market-based requirements for creation of the common Baltic electricity market. Current market regulations between the countries are presented; barriers for creating competitive common Baltic power market and for electricity trading with third countries are clarified; solutions are offered and corresponding road map is developed. Future power development paths around the Baltic States are analysed. For this purpose the 330 kV transmission grid of Estonia, Latvia and Lithuania is modelled in a power flow tool. Power flow calculations are carried out for winter and summer peak and off-peak load periods in 2020 with different combinations of interconnections. While carrying out power balance experiments several power flow patterns in the Baltic States are revealed. Conclusions are made about security of supply, grid congestion and transmission capacity availability for different scenarios.

Kaupunkialueella toimivan sähkönjakeluverkkoyhtiön siirtohinnoittelun kehittäminen

Sähkönjakeluverkkoyhtiöllä on sähkön siirtopalveluun alueellinen monopoli. Siirtohinnoittelun reunaehdot tulevat sähkömarkkinalaista ja hintojen kohtuullisuutta valvoo ja sääntelee Energiamarkkinavirasto. Tässä työssä selvitetään Turku Energia Sähköverkot Oy:lle kustannusvastaavat aiheuttamisperiaatteen mukaiset siirtohinnat. Samalla muodostetaan yleis-, yö- ja kausituotteiden perusmaksuihin asiakkaan liittymispisteen pääsulakkeen kokoon perustuva porrastus. Sulakeporrastuksen käyttöönotolla pystytään kehittämään siirtohinnoittelun kustannusvastaavuutta ja noudattamaan aiheuttamisperiaatteen mukaista hinnoittelupolitiikkaa entistä paremmin. Työssä tutkitaan siirtohinnoittelun kehitysnäkymiä myös pidemmällä tähtäimellä. Älykkäiden sähköverkkojen kehittyminen ja erityisesti etäluettavien mittareiden käyttöönotto tulevat luomaan kehitysmahdollisuuksia siirtohinnoitteluun tulevaisuudessa. Laitteista saatavia tarkkoja sähkönkulutus- ja tehotietoja voidaan käyttää kustannusvastaavuuslaskennan taustalla. Jotta verkon käyttö olisi sen mitoitukseen nähden mahdollisimman tehokasta, tulisi kuorman jakautua mahdollisimman tasaisesti ajan suhteen. Verkossa esiintyviä kulutushuippuja pystytään tulevaisuudessa mahdollisesti tasoittamaan esimerkiksi kuorman ohjauksen avulla, jonka tehokeinona voidaan käyttää siirtohinnoittelua. Siirtohinnoilla voidaan mahdollisesti vaikuttaa myös esimerkiksi kulutuksen ja tuotannon ajoittamiseen sekä kannusta asiakkaita loistehon kompensointiin. Siirtotuotteiden täytyy myös kehittyä asiakkaiden tarpeiden kehittymisen rinnalla ja esimerkiksi sähkön laadun tuotteistaminen voi olla eräs keino vastaamaan tiukentuneisiin vaatimuksiin.