Cost comparison of hospital- and home-based treatment models for acute chronic obstructive pulmonary disease

This trial compared the cost of an integrated home-based care model with traditional inpatient care for acute chronic obstructive pulmonary disease (COPD). 25 patients with acute COPD were randomised to either home or hospital management following request for hospital admission. The acute care at home group costs per separation ($745, CI95% $595-$895, n = 13) were significantly lower (p < 0.01) than the hospital group ($2543, CI95% $1766-$3321, n = 12). There was an improvement in lung function in the hospital-managed group at the Outpatient Department review, decreased anxiety in the Emergency Department in the home-managed group and equal patient satisfaction with care delivery. Acute care at home schemes can substitute for usual hospital care for some patients without adverse effects, and potentially release resources. A funding model that allows adequate resource delivery to the community will be needed if there is a move to devolve acute care to community providers.

Cost comparison of network, low-cost and charter airlines

Estimates of the Cost difference “The evidence suggests that low-cost no-frills operations can achieve unit costs as low as half those of a major network carrier” CAP 685 Single European Aviation Market: The First Five Years (June 1998)

MRI-guided and CT-guided cervical nerve root infiltration therapy: a cost comparison

PURPOSE To evaluate and compare the costs of MRI-guided and CT-guided cervical nerve root infiltration for the minimally invasive treatment of radicular neck pain. MATERIALS AND METHODS Between September 2009 and April 2012, 22 patients (9 men, 13 women; mean age: 48.2 years) underwent MRI-guided (1.0 Tesla, Panorama HFO, Philips) single-site periradicular cervical nerve root infiltration with 40 mg triamcinolone acetonide. A further 64 patients (34 men, 30 women; mean age: 50.3 years) were treated under CT fluoroscopic guidance (Somatom Definition 64, Siemens). The mean overall costs were calculated as the sum of the prorated costs of equipment use (purchase, depreciation, maintenance, and energy costs), personnel costs and expenditure for disposables that were identified for MRI- and CT-guided procedures. Additionally, the cost of ultrasound guidance was calculated. RESULTS The mean intervention time was 24.9 min. (range: 12 - 36 min.) for MRI-guided infiltration and 19.7 min. (range: 5 - 54 min.) for CT-guided infiltration. The average total costs per patient were EUR 240 for MRI-guided interventions and EUR 124 for CT-guided interventions. These were (MRI/CT guidance) EUR 150/60 for equipment use, EUR 46/40 for personnel, and EUR 44/25 for disposables. The mean overall cost of ultrasound guidance was EUR 76. CONCLUSION Cervical nerve root infiltration using MRI guidance is still about twice as expensive as infiltration using CT guidance. However, since it does not involve radiation exposure for patients and personnel, MRI-guided nerve root infiltration may become a promising alternative to the CT-guided procedure, especially since a further price decrease is expected for MRI devices and MR-compatible disposables. In contrast, ultrasound remains the less expensive method for nerve root infiltration guidance.

A cost comparison of selected U.S. and Australian coal mines /

"April 1989."

Welding time models for cost calculations in the early stages of the design process

It is generally accepted that between 70 and 80% of manufacturing costs can be attributed to design. Nevertheless, it is difficult for the designer to estimate manufacturing costs accurately, especially when alternative constructions are compared at the conceptual design phase, because of the lack of cost information and appropriate tools. In general, previous reports concerning optimisation of a welded structure have used the mass of the product as the basis for the cost comparison. However, it can easily be shown using a simple example that the use of product mass as the sole manufacturing cost estimator is unsatisfactory. This study describes a method of formulating welding time models for cost calculation, and presents the results of the models for particular sections, based on typical costs in Finland. This was achieved by collecting information concerning welded products from different companies. The data included 71 different welded assemblies taken from the mechanical engineering and construction industries. The welded assemblies contained in total 1 589 welded parts, 4 257 separate welds, and a total welded length of 3 188 metres. The data were modelled for statistical calculations, and models of welding time were derived by using linear regression analysis. Themodels were tested by using appropriate statistical methods, and were found to be accurate. General welding time models have been developed, valid for welding in Finland, as well as specific, more accurate models for particular companies. The models are presented in such a form that they can be used easily by a designer, enabling the cost calculation to be automated.

Analyzing the cost-efficiency and performance of a payroll department by benchmarking

Tämän diplomityön tavoitteena oli analysoida Stora Enson palkkakeskuksen ja sen henkilöstöhallinnon järjestelmän, SAP HR:n, kustannustehokkuutta ja suorituskykyä. Tutkimuksessa käytettiin apuna benchmarkingia. Viisi suurta suomalaisyritystä osallistui benchmarkingiin. Benchmarkingin pääkohteena oli yritysten välinen kustannusvertailu. Kyselyssä perehdyttiin myös yritysten järjestelmien suorituskykyyn. Tuloksien perusteella Stora Enson palkkakeskus tarjoaa kustannustehokkaan ja kilpailukykyisen ratkaisun, joka menestyy hyvin vertailussa muihin suomalaisiin yrityksiin.

A utilização da madeira na construção de edifícios: alternativas às soluções tradicionais

Esta dissertação insere-se num projecto de investigação relacionado com o papel que a madeira apresenta na construção nos tempos de hoje, necessário para obtenção do Mestrado em Engenharia Civil. A madeira apresenta, enquanto material de construção, especificidades únicas: é um material orgânico, ao contrário da pedra, do aço e do betão; é um material combustível, sem que isto implique necessariamente uma baixa resistência ao fogo; é um material tradicional, presente em pavimentos e coberturas de edifícios antigos e é, paradoxalmente, um material novo, adoptado em arrojadas obras de arquitectura contemporânea. Estas características, associadas à necessidade de garantir a sustentabilidade da construção e de conservar e reabilitar o património edificado, tornam essencial o estudo das propriedades mecânicas do material, dos seus processos de degradação química e biológica, dos meios de protecção e do comportamento de elementos estruturais ao fogo. As estruturas em madeira têm tido uma procura crescente no nosso país, revelando-se uma opção interessante, como alternativa a estruturas de aço ou de betão. No entanto, por configurarem ainda soluções estruturais, materiais e processos construtivos pouco comuns entre nós, considera-se que não estão suficientemente divulgados os instrumentos de que podemos e devemos dispor para a garantia da qualidade destas estruturas. É apresentado um estudo de viabilidade económica no âmbito do nosso país, comparando casas em madeira, modulares pré-fabricadas, com casas cuja construção é feita em alvenaria e betão armado, de forma a poder comparar os custos para ambas as soluções construtivas. Para tal, foram realizadas visitas a empresas, fábricas e a obras com o objectivo de entender como funciona o processo de fabrico de uma casa pré-fabricada em madeira.

The financial sustainability of passive house construction in Ireland.

In Ireland the average energy cost for a household in 2006 was estimated to be €1,767, an increase of 4% on 2005 figures. With the state o f the current economic climate, home owners are beginning to realise the potential of energy efficient construction methods. The Passive House Standard offers a cost efficient and sustainable construction solution compared to the Traditional Irish construction methods. This report focuses on the Cost comparison between Passive House construction and traditional construction methods. The report also focuses on barriers that are slowing market penetration of the Passive House standard in the Irish Market. It also identifies potential energy savings that passive house occupants would benefit from. The report also highlights professional opinions on the future development o f the Passive House Standard in Ireland. The conclusions of this report are that the Passive House Standard is a more financially suitable construction solution compared to that o f a traditional dwelling complying with the Irish Building Regulations. The report also concludes that the Passive House Standard won’t be introduced as an Irish Building Regulation in the future but that it will have a big impact on future building regulations. The hypothesis o f this report is supported by data obtained from a literature review, qualitative data analysis and a case study. The report recommends that in order for the Passive House Standard to penetrate further into the Irish construction market, various barriers must be rectified. Local manufactures must start producing suitable components that suit the Passive House specification. The Building Energy Rating system must be altered in order for the Passive House to achieve its potential BER rating.

Vectors control importance on leishmaniasis transmission

We reviewed the control of transmission of leishmaniasis regarding chemotherapy, reservoirs elimination, vaccination and insect control through the use of chemical insecticides. We also discussed complementary measures like monitoring traps, impregnated bednets and curtains, repelents, pheromones, biological control, etc. A cost comparison of insecticide interventions through the use of products belonging to the four main chemical groups was also alone, comparing together conventional formulations versus a slow-release insecticide developed by the Núcleo de Pesquisas de Produtos Naturais, Universidade Federal do Rio de Janeiro. We finally did recommendations on the situation that would justify an insecticide intervention to control sandflies.

Reinforced Slope with Geogrids, HR-548, 1997

The objective of this research study is to evaluate the performance, maintenance requirements and cost effectiveness of constructing reinforced slope along a concrete bikeway overpass with a Geogrid system such as manufactured by Tensar Corporation or Reinforced Earth Company. This final report consists of two separate reports - construction and performance. An earlier design report and work plan was submitted to the Iowa DOT in 1989. From the Design Report, it was determined that the reinforced slope would be the most economical system for this particular bikeway project. Preliminary cost estimates for other design alternatives including concrete retaining walls, gabions and sheet pile walls ranged from $204/L.F. to $220/L.F. The actual final construction cost of the reinforced slope with GEDGRIDS was around $112/L.F. Although, since the reinforced slope system was not feasible next to the bridge overpass because of design constraints, a fair cost comparison should reflect costs of constructing a concrete retaining wall. Including the concrete retaining wall costs raises the per lineal foot cost to around $122/L.F. In addition to this initial construction cost effectiveness of the reinforced slope, there has been little or no maintenance needed for this reinforced slope. It was noted that some edge mowing or weed whacking could be done near the concrete bikeway slab to improve the visual quality of the slope, but no work has been assigned to city crews. It was added that this kind of weed whacking over such steep slope is more difficult and there could possibly be more potential for work related injury. The geogrid reinforced slope has performed really well once the vegetation took control and prevented soil washing across the bikeway slab. To that end, interim erosion control measures might need to be considered in future projects. Some construction observations were noted. First, there i s no specialized experience or equipment required for a contractor to successfully build a low-to-medium geogrid reinforced slope structure. Second, the adaptability of the reinforced earth structure enables the designer to best fit the shape of the structure to the environment and could enhance aesthetic quality. Finally, a reinforced slope can be built with relatively soft soils provided differential settlements between facing are limited to one or two percent.

Effect of Video Camera-Based Remote Roadway Condition Monitoring on Snow Removal-Related Maintenance Operations. 2014

Remote monitoring through the use of cameras is widely utilized for traffic operation, but has not been utilized widely for roadway maintenance operations. The Utah Department of Transportation (UDOT) has implemented a new remote monitoring system, referred to as a Cloud-enabled Remote Video Streaming (CRVS) camera system for snow removal-related maintenance operations in the winter. The purpose of this study was to evaluate the effectiveness of the use of the CRVS camera system in snow removal-related maintenance operations. This study was conducted in two parts: opinion surveys of maintenance station supervisors and an analysis on snow removal-related maintenance costs. The responses to the opinion surveys mostly displayed positive reviews of the use of the CRVS cameras. On a scale of 1 (least effective) to 5 (most effective), the average overall effectiveness given by the station supervisors was 4.3. An expedition trip for this study was defined as a trip that was made to just check the roadways if snow-removal was necessary. The average of the responses received from surveys was calculated to be a 33 percent reduction in expedition trips. For the second part of this study, an analysis was performed on the snow removal-related maintenance cost data provided by UDOT to see if the installation of a CRVS camera had an effect in reducing expedition trips. This expedition cost comparison was performed for 10 sets of maintenance stations within Utah. It was difficult to make any definitive inferences from the comparison of expedition costs over the years for which precipitation and expedition cost data were available; hence a statistical analysis was performed using the Mixed Model ANOVA. This analysis resulted in an average of 14 percent higher ratio of expedition costs at maintenance stations with a CRVS camera before the installation of the camera compared to the ratio of expedition costs after the installation of the camera. This difference was not proven to be statistically significant at the 95 percent confident level, but indicated that the installation of CRVS cameras was on the average helpful in reducing expedition costs and may be considered practically significant. It is recommended that more detailed and consistent maintenance cost records be prepared for accurate analysis of cost records for this type of study in the future.

Evaluation of Recycled Rubber in Asphalt Concrete, HR-330, Construction Report, 1991

Discarded tires present major disposal and environmental problems. The recycling of those tires in asphalt cement concrete is what this research deals with. The Iowa DOT and the University of Northern Iowa (UNI) are evaluating the use of discarded tires in asphalt rubber cement and rubber chip mixes. The project is located on US 61 between Blue Grass and Muscatine in Muscatine County. It contains four rubberized asphalt sections and control sections. One section consists of reacted rubber asphalt cement used in both the binder and surface courses, and one section, both lanes, contains a rubber chip mix. The reacted rubber asphalt and the rubber chip mixes were laid in July 1991. The project construction went well with a few problems of shoving and cracking of the mat. This report contains information about procedures and tests that were run and those that will be run. It also has a cost comparison since this is a major concern with the use of asphalt rubber. Evaluation of this project will continue for five years. Three more research projects containing rubberized asphalt were constructed in 1991 and another is to be constructed in 1992.

Sellutehtaan varavoimajärjestelmän mitoitus ja teknistaloudellinen vertailu 400 ja 690 voltin jännitteillä

Tämän diplomityön tarkoitus on selvittää pienjakelujännitteen nostosta aiheutuvia vaikutuksia sellutehtaan varavoimaverkossa. Työn alussa esitellään varavoimaverkkoon kuuluvia osia, selvitetään erilaisten kuormien vaikutusta varavoimaverkon sähkön laatuun sekä kuormien jakoa varmennettuihin verkkoihin. Seuraavaksi suunnitellaan kaksi keskitettyä varavoimaverkkomallia eri pienjakelujännitteillä. Mallien nimellisjännitteet ovat 400 V ja 690 V. Varavoimaverkkomallien kuormat ja osastojen väliset etäisyydet on otettu valmiista sellutehtaista. Tässä diplomityössä painotutaan erityisesti varavoimaverkkomallien mitoitukseen ja jakelujännitteen nostosta aiheutuvien vaikutusten teknistaloudelliseen vertailuun. Vertailu tehdään keskijännitekojeiston ja varavoimakeskusten välisellä alueella, johon kuu-luvat jakelumuuntaja, varavoimakone, varavoimapääkeskus, kiskosillat, jakelukaapelit, kytkinvaroke- ja katkaisijalähdöt sekä mahdolliset välimuuntajat. Varavoimaverkkojen välisessä kustannusvertailussa käytetään nykyarvomenetelmää.

Biojätteen erilliskeräyksen ja sekajätteenkeräyksen kustannusvertailu

Tutkimuksessa selvitetään biojätteen erilliskeräyksen ja sekajätteenkeräyksen kustannusero. Tutkimuksen tarkastelualueena käytetään Etelä-Karjalan Jätehuolto Oy:n toiminta-aluetta. Selvityksessä käytettään alueelle tyypillisiä keräystapoja ja lähtötietoja. Selvityksessä tarkastellaan ainoastaan kotitalouksissa syntyvän jätteen keräyskustannuksia. Ulkopuolelle on jätetty liikekiinteistöt ja liiketiloja sisältävät asuintaloudet sekä aluekeräyspisteet, mutta muuten kustannustekijät on pyritty huomioimaan mahdollisimman laajalti. Tutkimuksen mukaan biojätteen erilliskeräyksen kustannukset ovat selvästi suuremmat kuin sekajätteen keräyksen. Omakotitaloalueilla keräyskustannukset ovat kaksi kertaa suuremmat kuin kerros- ja rivitaloalueella. Sekajätteenkeräyksen kokonaiskustannukset ovat noin 1960 mk/t ja biojätteen erilliskeräyksen noin 2900 mk/t. Muita tutkimuksia suurempi kustannusero selittyy osin sillä, että kustannustekijöitä on huomioitu laajemmin kuin muissa tämäntyyppisissä tutkimuksissa. Jätteenkeräyksen kustannuksia pystytään pienentämään esimerkiksi lisäämällä omatoimista kompostointia, keräysvälineiden teknillisellä kehittämisellä ja pientaloaluilla kiinteistöryhmäkohtaisten keräyspisteiden muodostamisella.