Pub Date : 2014-03-01DOI: 10.1260/1759-3131.5.1.35
A. Parker
{"title":"Reply to: “Comment on ‘Lower Bounds to Future Sea-Level Rise” by, John Hunter, Published in International Journal of Ocean and Climate Systems, Volume 4, Issue 4, December 2013, Pp 226–229","authors":"A. Parker","doi":"10.1260/1759-3131.5.1.35","DOIUrl":"https://doi.org/10.1260/1759-3131.5.1.35","url":null,"abstract":"","PeriodicalId":105024,"journal":{"name":"The International Journal of Ocean and Climate Systems","volume":"33 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2014-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130743285","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2014-03-01DOI: 10.1260/1759-3131.5.1.13
J. Vimala, R. Venkatesan, G. Latha, R. Rao
The observed nature of buildup and collapse of warm pool in the eastern Arabian Sea and the Bay of Bengal is examined with help of sea surface temperature (SST) data collected by NIOT buoy network during the period 1998–2008. During the buildup phase, the SSTs showed a progressive increase in both the eastern Arabian Sea and the Bay of Bengal. During this phase, the amplitudes of the diurnal oscillations of SST are relatively larger in the Bay of Bengal compared to those in the Arabian Sea. During the collapse phase, the SST cooling was dramatic in the eastern Arabian Sean caused by the monsoon onset vortex. Relatively larger amplitude intraseasonal oscillations are seen only in the Bay of Bengal and off the southwest coast of India during the collapse phase.
{"title":"Observed Buildup and Collapse of Warm Pool in the Eastern Arabian Sea and Bay of Bengal from Moored Buoy SST Records during 1998–2008","authors":"J. Vimala, R. Venkatesan, G. Latha, R. Rao","doi":"10.1260/1759-3131.5.1.13","DOIUrl":"https://doi.org/10.1260/1759-3131.5.1.13","url":null,"abstract":"The observed nature of buildup and collapse of warm pool in the eastern Arabian Sea and the Bay of Bengal is examined with help of sea surface temperature (SST) data collected by NIOT buoy network during the period 1998–2008. During the buildup phase, the SSTs showed a progressive increase in both the eastern Arabian Sea and the Bay of Bengal. During this phase, the amplitudes of the diurnal oscillations of SST are relatively larger in the Bay of Bengal compared to those in the Arabian Sea. During the collapse phase, the SST cooling was dramatic in the eastern Arabian Sean caused by the monsoon onset vortex. Relatively larger amplitude intraseasonal oscillations are seen only in the Bay of Bengal and off the southwest coast of India during the collapse phase.","PeriodicalId":105024,"journal":{"name":"The International Journal of Ocean and Climate Systems","volume":"74 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2014-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131718739","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2013-12-01DOI: 10.1260/1759-3131.4.4.239
S. Nallayarasu, S. Saravanapriya
The necessity of offshore wind turbines to generate wind power is multifold and well known. The focus of offshore based wind farms are mainly due to abundant availability of unobstructed wind power and land use restriction. Therefore, the development of floating type supports for offshore wind turbines is getting more attention. In this paper the experimental and numerical investigation on the motion response of Spar supporting the wind turbine under regular waves is presented. The experiments were conducted in three stages viz. (a) Spar with stationary wind turbine under regular waves. b) Spar with rotating wind turbine under calm sea conditions. c) Spar with rotating turbine under regular waves. Numerical simulation of the Spar response due to incident waves and the wind turbine torque is carried out using AQWA software. The results obtained from experiments are then compared with that obtained from numerical analysis. The measured Response Amplitude Operator (RAO) compares well with that obtained from numerical analysis. The comparison of measured response and simulated response for wind turbine rotation case shows reasonable match. The combined effect of wind turbine rotation and incident wave on the hull response is 10%, 16% and 32% higher than that of the response due to incident wave alone for heave, surge and pitch responses respectively.
{"title":"Experimental and Numerical Investigation on Hydrodynamic Response of Spar with Wind Turbine under Regular Waves","authors":"S. Nallayarasu, S. Saravanapriya","doi":"10.1260/1759-3131.4.4.239","DOIUrl":"https://doi.org/10.1260/1759-3131.4.4.239","url":null,"abstract":"The necessity of offshore wind turbines to generate wind power is multifold and well known. The focus of offshore based wind farms are mainly due to abundant availability of unobstructed wind power and land use restriction. Therefore, the development of floating type supports for offshore wind turbines is getting more attention. In this paper the experimental and numerical investigation on the motion response of Spar supporting the wind turbine under regular waves is presented. The experiments were conducted in three stages viz. (a) Spar with stationary wind turbine under regular waves. b) Spar with rotating wind turbine under calm sea conditions. c) Spar with rotating turbine under regular waves. Numerical simulation of the Spar response due to incident waves and the wind turbine torque is carried out using AQWA software. The results obtained from experiments are then compared with that obtained from numerical analysis. The measured Response Amplitude Operator (RAO) compares well with that obtained from numerical analysis. The comparison of measured response and simulated response for wind turbine rotation case shows reasonable match. The combined effect of wind turbine rotation and incident wave on the hull response is 10%, 16% and 32% higher than that of the response due to incident wave alone for heave, surge and pitch responses respectively.","PeriodicalId":105024,"journal":{"name":"The International Journal of Ocean and Climate Systems","volume":"11 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2013-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114960448","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2013-12-01DOI: 10.1260/1759-3131.4.4.231
Md. Mizanur Rahman, M. Rafiuddin, M. Alam
To explore the teleconnections between Bangladesh summer monsoon rainfall (BSMR) and sea surface temperature (SST) anomalies over different parts of the ocean have been examined from the years 1961–2008 (48-year). Global NCEP/NCAR reanalysis data of SST have been used at 2 degree by 2 degree grid in this study. A significant positive correlation (0.44) was found between the BSMR and SST over the southwest Indian Ocean (around 30° S) in the month of February. All other monthly (January to May) correlations were not found to be significant. The SST over the Bay of Bengal was positively correlated with BSMR but not significant. During summer monsoon season the prevailing wind has a south-westerly direction over Bangladesh. The SST over the southwest Indian Ocean is especially important at 30°–36° S latitude and 74°–78° E longitude to develop the linear regression model to predict summer monsoon rainfall in Bangladesh.
{"title":"Teleconnections between Bangladesh Summer Monsoon Rainfall and Sea Surface Temperature in the Indian Ocean","authors":"Md. Mizanur Rahman, M. Rafiuddin, M. Alam","doi":"10.1260/1759-3131.4.4.231","DOIUrl":"https://doi.org/10.1260/1759-3131.4.4.231","url":null,"abstract":"To explore the teleconnections between Bangladesh summer monsoon rainfall (BSMR) and sea surface temperature (SST) anomalies over different parts of the ocean have been examined from the years 1961–2008 (48-year). Global NCEP/NCAR reanalysis data of SST have been used at 2 degree by 2 degree grid in this study. A significant positive correlation (0.44) was found between the BSMR and SST over the southwest Indian Ocean (around 30° S) in the month of February. All other monthly (January to May) correlations were not found to be significant. The SST over the Bay of Bengal was positively correlated with BSMR but not significant. During summer monsoon season the prevailing wind has a south-westerly direction over Bangladesh. The SST over the southwest Indian Ocean is especially important at 30°–36° S latitude and 74°–78° E longitude to develop the linear regression model to predict summer monsoon rainfall in Bangladesh.","PeriodicalId":105024,"journal":{"name":"The International Journal of Ocean and Climate Systems","volume":"44 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2013-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131691795","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2013-12-01DOI: 10.1260/1759-3131.4.4.227
J. Hunter
The paper Lower Bounds to Future Sea-Level Rise (Parker, 2013) bears many similarities to an earlier one (Parker et al., 2013). In particular, the first pair of equations in both papers are almost identical and wrong, as pointed out by Hunter (2013). In addition, a crucial statement in the Abstract suggests that present observations of sea-level rise show no acceleration and therefore cast doubt on present projections of sea-level rise; this conclusion has previously been shown to be false (Hunter and Brown, 2013). It should be noted that this is by no means a comprehensive exploration of all the possible errors in Parker's paper.
论文《未来海平面上升的下限》(Parker, 2013)与之前的一篇论文(Parker et al.， 2013)有许多相似之处。特别是，正如Hunter(2013)指出的那样，两篇论文中的第一对方程几乎完全相同并且是错误的。此外，摘要中的一项重要声明表明，目前对海平面上升的观测没有显示出加速，因此对目前对海平面上升的预估提出了怀疑;这个结论之前被证明是错误的(Hunter and Brown, 2013)。需要指出的是，这绝不是对Parker论文中所有可能的错误的全面探索。
{"title":"Comment on ‘Lower Bounds to Future Sea-Level Rise’","authors":"J. Hunter","doi":"10.1260/1759-3131.4.4.227","DOIUrl":"https://doi.org/10.1260/1759-3131.4.4.227","url":null,"abstract":"The paper Lower Bounds to Future Sea-Level Rise (Parker, 2013) bears many similarities to an earlier one (Parker et al., 2013). In particular, the first pair of equations in both papers are almost identical and wrong, as pointed out by Hunter (2013). In addition, a crucial statement in the Abstract suggests that present observations of sea-level rise show no acceleration and therefore cast doubt on present projections of sea-level rise; this conclusion has previously been shown to be false (Hunter and Brown, 2013). It should be noted that this is by no means a comprehensive exploration of all the possible errors in Parker's paper.","PeriodicalId":105024,"journal":{"name":"The International Journal of Ocean and Climate Systems","volume":"6 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2013-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131876295","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2013-12-01DOI: 10.1260/1759-3131.4.4.261
S. Nallayarasu, S. Saravanapriya
In this paper, experimental and numerical investigation on the motion response of Spar with wind turbine subjected to random waves are presented and discussed. The studies were carried out for three different cases: (a) Spar with wind turbine subjected to waves when the turbine blades are in stationary condition; (b) Spar with wind turbine in operating condition under calm sea state; (c) Spar with wind turbine subjected to waves when the turbine blades are in operating condition. The numerical investigation was carried out using hydrodynamic software Ansys AQWA. The influence of the turbine blade rotation on the motion response of the Spar was investigated and the responses of the system under random waves were presented in terms of statistical values. The experimental results and the results obtained from numerical investigation matches reasonably well. The motion response of the system has increased by about 30%, 20% and 25% for surge, heave and pitch respectively, for turbine blades in rotating condition when compared with Spar with wind turbine in stationary condition.
{"title":"Experimental and Numerical Investigation of Hydrodynamic Response of Spar with Wind Turbine under Random Waves","authors":"S. Nallayarasu, S. Saravanapriya","doi":"10.1260/1759-3131.4.4.261","DOIUrl":"https://doi.org/10.1260/1759-3131.4.4.261","url":null,"abstract":"In this paper, experimental and numerical investigation on the motion response of Spar with wind turbine subjected to random waves are presented and discussed. The studies were carried out for three different cases: (a) Spar with wind turbine subjected to waves when the turbine blades are in stationary condition; (b) Spar with wind turbine in operating condition under calm sea state; (c) Spar with wind turbine subjected to waves when the turbine blades are in operating condition. The numerical investigation was carried out using hydrodynamic software Ansys AQWA. The influence of the turbine blade rotation on the motion response of the Spar was investigated and the responses of the system under random waves were presented in terms of statistical values. The experimental results and the results obtained from numerical investigation matches reasonably well. The motion response of the system has increased by about 30%, 20% and 25% for surge, heave and pitch respectively, for turbine blades in rotating condition when compared with Spar with wind turbine in stationary condition.","PeriodicalId":105024,"journal":{"name":"The International Journal of Ocean and Climate Systems","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2013-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128241158","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2013-09-01DOI: 10.1260/1759-3131.4.3.213
Sreenivasa Reddy Kudumula, M. G. Mutukuru
Submerged and low-crested breakwaters have been widely used as wave energy dissipaters along the coastline. Efficiency of the submerged breakwater depends on crest free board, crest width and its permeability. In the present study, interaction of the regular waves with the vertical wall, offshore low-crested rubble mound breakwater and perforated semicircular breakwater is investigated. Wave forces on vertical wall, transmission in the pool and the reflection from combined system are measured. The main aim of the present study is to know the hydrodynamic performance of the low-crested breakwaters. Maximum reduction of wave forces on the vertical wall was observed for zero submergence condition and longer pool length. Performance of semi circular low-crested breakwater was investigated in terms of energy loss coefficient which includes transmission and reflection coefficients.
{"title":"Experimental Studies on Low Crested Rubble Mound, Semicircular Breakwaters and Vertical Wall System","authors":"Sreenivasa Reddy Kudumula, M. G. Mutukuru","doi":"10.1260/1759-3131.4.3.213","DOIUrl":"https://doi.org/10.1260/1759-3131.4.3.213","url":null,"abstract":"Submerged and low-crested breakwaters have been widely used as wave energy dissipaters along the coastline. Efficiency of the submerged breakwater depends on crest free board, crest width and its permeability. In the present study, interaction of the regular waves with the vertical wall, offshore low-crested rubble mound breakwater and perforated semicircular breakwater is investigated. Wave forces on vertical wall, transmission in the pool and the reflection from combined system are measured. The main aim of the present study is to know the hydrodynamic performance of the low-crested breakwaters. Maximum reduction of wave forces on the vertical wall was observed for zero submergence condition and longer pool length. Performance of semi circular low-crested breakwater was investigated in terms of energy loss coefficient which includes transmission and reflection coefficients.","PeriodicalId":105024,"journal":{"name":"The International Journal of Ocean and Climate Systems","volume":"69 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2013-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116668137","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2013-09-01DOI: 10.1260/1759-3131.4.3.181
S. Chandrasekaran, N. Madhavi, S. Sampath
Tension-Leg Platforms (TLPs) are commonly preferred offshore structures for the deep-water oil exploration. Their reduced response to the encountered waves is achieved by their compliancy. This innovative structural design dampens the vertical motion (heave) of the platform but the large horizontal movements (surge, sway and yaw motion) cause inconvenience to the people on board, though the platform remains stable for the operational sea state. Coastal and offshore structures are constructed with the protective perforated layers mainly to reduce the direct impact caused by the waves. Present study highlights the detailed experimental investigations carried out on the scaled model of the TLP with the perforated members under regular waves. Based on the experimental investigations, it is seen that there is a significant reduction in the dynamic response of the TLP with the perforated columns. Encompassing column members with the perforated outer cover is seen as one of the effective method of retrofitting offshore structures to improve their serviceability.
{"title":"Hydrodynamic Response of Tension Leg Platforms with Perforated Members","authors":"S. Chandrasekaran, N. Madhavi, S. Sampath","doi":"10.1260/1759-3131.4.3.181","DOIUrl":"https://doi.org/10.1260/1759-3131.4.3.181","url":null,"abstract":"Tension-Leg Platforms (TLPs) are commonly preferred offshore structures for the deep-water oil exploration. Their reduced response to the encountered waves is achieved by their compliancy. This innovative structural design dampens the vertical motion (heave) of the platform but the large horizontal movements (surge, sway and yaw motion) cause inconvenience to the people on board, though the platform remains stable for the operational sea state. Coastal and offshore structures are constructed with the protective perforated layers mainly to reduce the direct impact caused by the waves. Present study highlights the detailed experimental investigations carried out on the scaled model of the TLP with the perforated members under regular waves. Based on the experimental investigations, it is seen that there is a significant reduction in the dynamic response of the TLP with the perforated columns. Encompassing column members with the perforated outer cover is seen as one of the effective method of retrofitting offshore structures to improve their serviceability.","PeriodicalId":105024,"journal":{"name":"The International Journal of Ocean and Climate Systems","volume":"305 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2013-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"115843721","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2013-09-01DOI: 10.1260/1759-3131.4.3.171
P. G. Remya, Raj Kumar
The land-sea breeze systems, the most interesting phenomena observed at coastal regions, have significant impact on the costal wave characteristics. Present study also focuses the diurnal variations of winds and its impact on wave parameters like significant wave height and mean wave period off Ennore port located in the south east coast of India The impact of the diurnal variation of winds on complex wave patterns in the coastal regions of Indian Ocean have been addressed earlier also. In the present study an attempt has been made to explore the impact of diurnal variation of winds on coastal waves using numerical model forced with European Centre for Medium Range Weather Forecasts (ECMWF) and National Centre for Environmental Prediction (NCEP) blended wind fields. It has been observed that most of the time, the ECMWF blended wind field reproduces the diurnal variation.
{"title":"Impact of Diurnal Variation of Winds on Coastal Waves off South East Coast of India","authors":"P. G. Remya, Raj Kumar","doi":"10.1260/1759-3131.4.3.171","DOIUrl":"https://doi.org/10.1260/1759-3131.4.3.171","url":null,"abstract":"The land-sea breeze systems, the most interesting phenomena observed at coastal regions, have significant impact on the costal wave characteristics. Present study also focuses the diurnal variations of winds and its impact on wave parameters like significant wave height and mean wave period off Ennore port located in the south east coast of India The impact of the diurnal variation of winds on complex wave patterns in the coastal regions of Indian Ocean have been addressed earlier also. In the present study an attempt has been made to explore the impact of diurnal variation of winds on coastal waves using numerical model forced with European Centre for Medium Range Weather Forecasts (ECMWF) and National Centre for Environmental Prediction (NCEP) blended wind fields. It has been observed that most of the time, the ECMWF blended wind field reproduces the diurnal variation.","PeriodicalId":105024,"journal":{"name":"The International Journal of Ocean and Climate Systems","volume":"93 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2013-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131055295","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2013-09-01DOI: 10.1260/1759-3131.4.3.197
A. Parker
Many recent papers claim that the climate model-based projections made until the Fourth Assessment Report (AR4) of the Intergovernmental Panel on Climate Change (IPCC) yielding a 21st century rise spanning nearly 20–60 cm are likely to underestimate sea-level change in response to rapid climatic variations. These authors project the sea-level rise of 2100 and beyond with semi-empirical methods coupled to a simple climate model finding that sea level is predicted to rise by at least ∼ 80 cm at the end of this century and is expected to continue rising for at least the next two hundred years. It is pointed out in this comment that there has been so far no sign in any measured quantity of the positive acceleration predicted by the climate models since the 1990 and the lower bounds to sea level rises in the next few decades in every worldwide location are therefore simply the continuation of the linear trend locally measured up to present.
{"title":"Lower Bounds to Future Sea-Level Rise","authors":"A. Parker","doi":"10.1260/1759-3131.4.3.197","DOIUrl":"https://doi.org/10.1260/1759-3131.4.3.197","url":null,"abstract":"Many recent papers claim that the climate model-based projections made until the Fourth Assessment Report (AR4) of the Intergovernmental Panel on Climate Change (IPCC) yielding a 21st century rise spanning nearly 20–60 cm are likely to underestimate sea-level change in response to rapid climatic variations. These authors project the sea-level rise of 2100 and beyond with semi-empirical methods coupled to a simple climate model finding that sea level is predicted to rise by at least ∼ 80 cm at the end of this century and is expected to continue rising for at least the next two hundred years. It is pointed out in this comment that there has been so far no sign in any measured quantity of the positive acceleration predicted by the climate models since the 1990 and the lower bounds to sea level rises in the next few decades in every worldwide location are therefore simply the continuation of the linear trend locally measured up to present.","PeriodicalId":105024,"journal":{"name":"The International Journal of Ocean and Climate Systems","volume":"42 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2013-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"124590352","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
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