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Relevant bibliographies by topics / Time and tide

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Academic literature on the topic 'Time and tide'

Author: Grafiati

Published: 4 June 2021

Last updated: 28 July 2024

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Journal articles on the topic "Time and tide"

1

Murphy, Gavin, and Daniel Jewesbury. "Time and Tide." Circa, no. 86 (1998): 23. http://dx.doi.org/10.2307/25563339.

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Haig, George Y., and Derek Fabian. "Time and tide …" Physics Bulletin 36, no. 2 (1985): 51. http://dx.doi.org/10.1088/0031-9112/36/2/005.

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Cox, E. G. "Time and tide." Physics Bulletin 36, no. 5 (1985): 190. http://dx.doi.org/10.1088/0031-9112/36/5/005.

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Rossen, Janice, and Edna O'Brien. "Time and Tide." World Literature Today 67, no. 4 (1993): 836. http://dx.doi.org/10.2307/40149704.

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Moore, Glenis. "Time for tide?" Electronics and Power 32, no. 11-12 (1986): 823. http://dx.doi.org/10.1049/ep.1986.0476.

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Schwartz, Wylie. "Time and Tide." Afterimage 40, no. 1 (2012): 28. http://dx.doi.org/10.1525/aft.2012.40.1.28.

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Edwin D., Grosholz. "Time and Tide." BioScience 60, no. 6 (2010): 469–70. http://dx.doi.org/10.1525/bio.2010.60.6.11.

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Adams, Julia, Elisabeth S. Clemens, and Ann Shola Orloff. "‘Time and Tide...’." International Journal of Comparative Sociology 47, no. 5 (2006): 419–31. http://dx.doi.org/10.1177/0020715206068625.

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Kolker, Alexander S. "Time and Tide." BioScience 64, no. 1 (2013): 69–70. http://dx.doi.org/10.1093/biosci/bit010.

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Davis, Vicky. "Time and Tide." Cahiers du monde russe 54, no. 54/1-2 (2013): 103–29. http://dx.doi.org/10.4000/monderusse.7926.

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Dissertations / Theses on the topic "Time and tide"

1

Ferron, David Joseph. "Time and tide, harbouring place in Seal Cove." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp03/MQ39652.pdf.

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Li, Tak-wai Wilson. "Forecasting of tide heights : an application of smoothness priors in time series modelling /." [Hong Kong] : University of Hong Kong, 1991. http://sunzi.lib.hku.hk/hkuto/record.jsp?B13154357.

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Li, Tak-wai Wilson, and 李德煒. "Forecasting of tide heights: an application of smoothness priors in time series modelling." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 1991. http://hub.hku.hk/bib/B3121048X.

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Sastry, M. Anjali. "Time and tide in organizations : simulating change processes in adaptive, punctuated, and ecological theories of organizational evolution." Thesis, Massachusetts Institute of Technology, 1995. http://hdl.handle.net/1721.1/11876.

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Gelfand, H. Michael. ""Time, tide, and formation wait for no one": Culturaland social change at the United States Naval Academy, 1949-2000." Diss., The University of Arizona, 2002. http://hdl.handle.net/10150/280180.

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The United States Naval Academy, located in Annapolis, Maryland, has trained officers for the U.S. Navy since 1845 and for the U.S. Marine Corps since 1887. This dissertation examines cultural and social changes at the Academy since 1949, and connects transformations at Annapolis to social trends in the larger American society. Through the use of a variety of source material, including archival research, oral history, and participatory observation at the Naval Academy, this manuscript presents thematic case studies related to gender, pranks, race, recruiting, religion, and midshipmen activism.

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6

Zigic, Sasha, and n/a. "A Methodology to Calculate the Time-Varying Flow Through a Hydraulic Structure Connecting Two Water Bodies." Griffith University. School of Engineering, 2005. http://www4.gu.edu.au:8080/adt-root/public/adt-QGU20060111.145655.

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Hydraulic lock structures have been used for hundreds of years to control and maintain water levels in waterways. The most common are gated water regulation structures used to catch and divert water, and form an essential and critical part of many flood control and agricultural schemes. Although there are clear economic advantages to building the structures, they can contribute to major water quality problems for the waterways they influence (i.e. increased residence times and a change in mixing ability). Further, in most cases, the methods previously used to assess how the structures and their operations influence the flow regimes between the two connected systems were limited, thus hydraulic designers rely on simple formulations, existing literature and experience. Consequently, the objectives of this thesis were to undertake a detailed field study and develop a methodology and computer simulation tool to calculate the flow through a hydraulic structure connecting two water bodies so that future designs can be undertaken based upon sound knowledge. To demonstrate the outcomes of this thesis, the methodology and model were applied to an existing hydraulic structure (referred to as Structure C). Structure C is used to connect and exchange water between the tidally dominated section of the Nerang River estuary and an artificial lake system (Burleigh Lakes) on the Gold Coast, Australia. The gates of this structure open four times each day (once during each semi-diurnal tidal phase) and remain open for a period of 2 hours, allowing alternative and partial exchange between the two water bodies. To gain a better understanding of the dynamics of each waterbody under the influence of the structure, a series of detailed field experiments were initially undertaken to understand and quantify the exchange of water and its mixing ability. Tide gauges deployed within the lake indicated a water level change during each opening of up to 22 cm, equating to 413,600 m3 of water entering the lake over the 2 hour discharge period. Salinity profiles showed that the structure permitted the exchange of saline and freshwater between the two systems, during each tidal cycle, in turn maintaining the lake system as a saline (brackish environment). However, the field study also revealed that the controlled exchange of water between the systems perpetuated a permanently stratified environment on both sides of the structure. To simulate the flow dynamics influenced by Structure C, new routines were incorporated into an existing hydrodynamic model (BFHYDRO) within the model's grid and computational code, as part of this thesis. To achieve this, the flow in and out of the hydraulic structure cell (used to represent the hydraulic structure's location within the model grid) was calculated entirely from the local water level gradients on either side of the structure at each time-step, and not prescribed. This was found to be essential for complex tidally-dominated systems, such as the Nerang River. Routines were also developed to replicate the opening and closing times of the gates. Following the development of the methodology, the hydraulic structure cells were tested and applied to simulate the flow through Structure C and the complex exchange between the estuary and lake, in 2 and 3-dimensions. Tests indicated that the opening and closing times of the gates and the calibration of the discharge coefficient (which forms part of the broad-crested weir formula) were the most sensitive parameters to ensure the correct volume of water exchange between the two systems. Statistically, the model-predicted results compared very well with available surface elevation data within the estuary and lake, and thus, quantified the ability of the hydraulic structure cells to simulate the flux between the estuary and lake for each opening. Following the model validation process, results from the existing configuration were compared with hypothetical design alternatives and are documented herein. Further, part of the thesis also explored a practical and effective computer based learning strategy to introduce and teach hydrodynamic and water quality modelling, to the next generation of undergraduate engineering students. To enhance technology transfer a computer based instructional (CBI) aid was specifically developed to assist with the setup, execution and the analysis of models' output, in small easy steps. The CBI aid comprised of a HTML module with links to recorded Lotus Screen cam movie clips. The strategy proved to be a useful and effective approach in assisting the students to complete the project with minimum supervision, and acquire a basic understanding of water quality modelling. Finally, it is anticipated that this new modelling capability and the findings detailed herein will provide managers with a valuable tool to assess the influence of these structures on water circulation for present and future operations within the region. This model can also be set up at other sites to pre-assess various design configurations by predicting changes in current flows, mixing and flushing dynamics that a particular design might achieve, and assist with the selection process before the final selection and construction.

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7

Zigic, Sasha. "A Methodology to Calculate the Time-Varying Flow Through a Hydraulic Structure Connecting Two Water Bodies." Thesis, Griffith University, 2005. http://hdl.handle.net/10072/365304.

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Abstract:

Hydraulic lock structures have been used for hundreds of years to control and maintain water levels in waterways. The most common are gated water regulation structures used to catch and divert water, and form an essential and critical part of many flood control and agricultural schemes. Although there are clear economic advantages to building the structures, they can contribute to major water quality problems for the waterways they influence (i.e. increased residence times and a change in mixing ability). Further, in most cases, the methods previously used to assess how the structures and their operations influence the flow regimes between the two connected systems were limited, thus hydraulic designers rely on simple formulations, existing literature and experience. Consequently, the objectives of this thesis were to undertake a detailed field study and develop a methodology and computer simulation tool to calculate the flow through a hydraulic structure connecting two water bodies so that future designs can be undertaken based upon sound knowledge. To demonstrate the outcomes of this thesis, the methodology and model were applied to an existing hydraulic structure (referred to as Structure C). Structure C is used to connect and exchange water between the tidally dominated section of the Nerang River estuary and an artificial lake system (Burleigh Lakes) on the Gold Coast, Australia. The gates of this structure open four times each day (once during each semi-diurnal tidal phase) and remain open for a period of 2 hours, allowing alternative and partial exchange between the two water bodies. To gain a better understanding of the dynamics of each waterbody under the influence of the structure, a series of detailed field experiments were initially undertaken to understand and quantify the exchange of water and its mixing ability. Tide gauges deployed within the lake indicated a water level change during each opening of up to 22 cm, equating to 413,600 m3 of water entering the lake over the 2 hour discharge period. Salinity profiles showed that the structure permitted the exchange of saline and freshwater between the two systems, during each tidal cycle, in turn maintaining the lake system as a saline (brackish environment). However, the field study also revealed that the controlled exchange of water between the systems perpetuated a permanently stratified environment on both sides of the structure. To simulate the flow dynamics influenced by Structure C, new routines were incorporated into an existing hydrodynamic model (BFHYDRO) within the model's grid and computational code, as part of this thesis. To achieve this, the flow in and out of the hydraulic structure cell (used to represent the hydraulic structure's location within the model grid) was calculated entirely from the local water level gradients on either side of the structure at each time-step, and not prescribed. This was found to be essential for complex tidally-dominated systems, such as the Nerang River. Routines were also developed to replicate the opening and closing times of the gates. Following the development of the methodology, the hydraulic structure cells were tested and applied to simulate the flow through Structure C and the complex exchange between the estuary and lake, in 2 and 3-dimensions. Tests indicated that the opening and closing times of the gates and the calibration of the discharge coefficient (which forms part of the broad-crested weir formula) were the most sensitive parameters to ensure the correct volume of water exchange between the two systems. Statistically, the model-predicted results compared very well with available surface elevation data within the estuary and lake, and thus, quantified the ability of the hydraulic structure cells to simulate the flux between the estuary and lake for each opening. Following the model validation process, results from the existing configuration were compared with hypothetical design alternatives and are documented herein. Further, part of the thesis also explored a practical and effective computer based learning strategy to introduce and teach hydrodynamic and water quality modelling, to the next generation of undergraduate engineering students. To enhance technology transfer a computer based instructional (CBI) aid was specifically developed to assist with the setup, execution and the analysis of models' output, in small easy steps. The CBI aid comprised of a HTML module with links to recorded Lotus Screen cam movie clips. The strategy proved to be a useful and effective approach in assisting the students to complete the project with minimum supervision, and acquire a basic understanding of water quality modelling. Finally, it is anticipated that this new modelling capability and the findings detailed herein will provide managers with a valuable tool to assess the influence of these structures on water circulation for present and future operations within the region. This model can also be set up at other sites to pre-assess various design configurations by predicting changes in current flows, mixing and flushing dynamics that a particular design might achieve, and assist with the selection process before the final selection and construction.
Thesis (PhD Doctorate)
Doctor of Philosophy (PhD)
School of Engineering
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8

Gray, Michael Alan. "Detection And Quantification Of Karenia Brevis By Carbon Fixation Gene Expression Analysis." Scholar Commons, 2004. https://scholarcommons.usf.edu/etd/1053.

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Karenia brevis (Davis cf. Hansen & Moestrup = Gymnodinium breve) is the non-peridinin containing dinoflagellate responsible for many harmful algal blooms (red tides) in the Gulf of Mexico. These recurrent blooms can have significant negative ecological, economic, and human health impacts including fish kills, tainting of shellfish, poisoning of marine mammals, loss of tourism revenue due to beach closures, and respiratory distress and food poisoning in humans. A method for detection of Karenia brevis was developed based upon amplification of the mRNA for the plastid-encoded gene of the carbon fixing enzyme ribulose 1, 5-bisphosphate carboxylase/oxygenase (RuBisCO) large subunit (rbcL). Using sequence information from a primer set targeting a 554-bp region of the Karenia rbcL gene, a small (91 bp amplicon) primer and probe set was created for TaqMan(registered trademark) real time RT-PCR of K. brevis rbcL. The primer/probe set is sensitive to as little as 0.1 fg of target transcript and as little as 1 pg of total cellular K. brevis RNA extract, corresponding to less than 1 cell reaction-1. The primer/probe set did not amplify rbcL transcript from any of the non-target algae tested. Bloom samples analyzed by this method have shown the assay to be a reliable method, with effective enumeration and a linear relationship showing good correlation to the cell counts by microscopy (r2= 0.8344). The assay has been shown to be robust and perform well even in non-ideal conditions, with pre-extraction RNA from unialgal culture stable at room temperature for up to 3 days and up to a month at -80 degrees C in Stratagene's lysis buffer. The transcription of the rbcL gene demonstrated minor variation throughout the diel period, however the variation was not linked to the diel cycle or to carbon fixation, which showed a distinct diel signal. Due to the relatively constant expression of the rbcL gene, the real-time RT-PCR assay developed should be able to reliably enumerate K. brevis populations in the natural environment, as long as the sample is placed in Stratagene's lysis buffer and processed within one or two days or frozen at -80 degrees C and processed within a month.

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9

García, Antonio. "Parallel time varying volume rendering on tile displays." Columbus, Ohio : Ohio State University, 2006. http://rave.ohiolink.edu/etdc/view?acc%5Fnum=osu1135801433.

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Garcia, Antonio. "Parallel time varying volume rendering on tile displays." The Ohio State University, 2006. http://rave.ohiolink.edu/etdc/view?acc_num=osu1135801433.

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Books on the topic "Time and tide"

1

McKay, Shirley. Time & tide. Polygon, 2012.

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Dove, Jane. Time and tide. Hodder & Stoughton, 1995.

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Time and tide. Bantam, 1989.

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J, Fleming Thomas. Time and tide. Simon and Schuster, 1987.

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5

McMurray, Marisse Reyes. Tide of time. Jose Cojuangco & Sons, 1996.

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6

Lewis, Hugh Meirion. Aberdyfi: Time and tide. The Author, 1992.

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7

Kieran, Concannon, ed. Inishbofin through time and tide. Inishbofin Development Association, 1993.

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8

Patterson, Simon. Plantation Lane: Time and tide. Wordsearch, 2005.

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9

Hackett, Mike. Time and tide: On the Blackwater. M. Hackett], 1999.

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Bennetts, Peter. Time & tide: The islands of Tuvalu. Lonely Planet, 2001.

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Book chapters on the topic "Time and tide"

1

Zilboorg, Caroline. "Time and tide." In The Life of Gregory Zilboorg, 1940–1959. Routledge, 2021. http://dx.doi.org/10.4324/9781003190974-9.

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Naicker, Kamil. "Time and Tide." In Women and Water in Global Fiction. Routledge, 2023. http://dx.doi.org/10.4324/9780429298837-11.

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Rhondda, Lady. "Supporting Time and Tide." In Shaw. Palgrave Macmillan UK, 1990. http://dx.doi.org/10.1007/978-1-349-05402-2_57.

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Turner, Charles. "Time and Tide in Sociology." In Time, Science and the Critique of Technological Reason. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-71519-3_11.

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Ferguson, John. "Son of God." In Jesus in the Tide of Time. Routledge, 2021. http://dx.doi.org/10.4324/9781003160878-6.

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Ferguson, John. "Palestine in the First Century." In Jesus in the Tide of Time. Routledge, 2021. http://dx.doi.org/10.4324/9781003160878-1.

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Ferguson, John. "Son of Man." In Jesus in the Tide of Time. Routledge, 2021. http://dx.doi.org/10.4324/9781003160878-7.

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Ferguson, John. "Jesus." In Jesus in the Tide of Time. Routledge, 2021. http://dx.doi.org/10.4324/9781003160878-2.

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Ferguson, John. "Christ and Culture." In Jesus in the Tide of Time. Routledge, 2021. http://dx.doi.org/10.4324/9781003160878-5.

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Ferguson, John. "The Early Church: Types and Symbols." In Jesus in the Tide of Time. Routledge, 2021. http://dx.doi.org/10.4324/9781003160878-4.

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Conference papers on the topic "Time and tide"

1

Kurland, Oren. "Session details: Session 8b: time and tide." In SIGIR '14: The 37th International ACM SIGIR Conference on Research and Development in Information Retrieval. ACM, 2014. http://dx.doi.org/10.1145/3255819.

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Jiang Tao, Wang Cheng, Wang Boliang, Xie Jiezhen, Jiao Nianzhi, and Luo Tingwei. "Real-time red tide algae recognition using SVM and SVDD." In 2010 IEEE International Conference on Intelligent Computing and Intelligent Systems (ICIS 2010). IEEE, 2010. http://dx.doi.org/10.1109/icicisys.2010.5658453.

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Canestrelli, E., P. Canestrelli, M. Corazza, M. Filippone, S. Giove, and F. Masulli. "Local Learning of Tide Level Time Series using a Fuzzy Approach." In 2007 International Joint Conference on Neural Networks. IEEE, 2007. http://dx.doi.org/10.1109/ijcnn.2007.4371233.

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Guo, Hai, Yanyan Wang, Yi-Fei Zhang, Peng Wang, and Gang Wang. "A New Multistage Filtering Method for Real-Time Tide Observation Method." In 2022 IEEE 5th International Conference on Electronics Technology (ICET). IEEE, 2022. http://dx.doi.org/10.1109/icet55676.2022.9824841.

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Mu, Bing, Tingwei Cui, Ping Qin, Rongjie Liu, Pongjian Song, and Ronger Zheng. "Ocean color retrieval based on time-series data during a red tide." In Optical Sensing and Imaging Technology and Applications, edited by Yadong Jiang, Haimei Gong, Weibiao Chen, and Jin Li. SPIE, 2017. http://dx.doi.org/10.1117/12.2284190.

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Tao, Jiang, Wang Chen, Boliang Wang, Xie Jiezhen, Jiao Nianzhi, and Tingqwei Luo. "Real-Time Red Tide Algae Classification Using Naive Bayes Classifier and SVM." In 2008 2nd International Conference on Bioinformatics and Biomedical Engineering (ICBBE '08). IEEE, 2008. http://dx.doi.org/10.1109/icbbe.2008.1054.

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Chen, Junfeng, Ke Ai, Hao Li, et al. "Full-time On-line Tide Monitoring based on Highly Sensitive Optic Fiber Distributed Acoustic Sensing." In CLEO: Applications and Technology. Optica Publishing Group, 2023. http://dx.doi.org/10.1364/cleo_at.2023.ath4i.6.

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Tide observation is an important part of marine engineering survey. We propose and demonstrate a new-type on-line tide monitoring system based on fiber distributed acoustic sensing (DAS), whose field test has shown its great prospect.

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Ivanov, A., and I. Georgiev. "Time Series Analysis of Monthly sea Level Data at Varna Tide Gauge Station." In 11th Congress of the Balkan Geophysical Society. European Association of Geoscientists & Engineers, 2021. http://dx.doi.org/10.3997/2214-4609.202149bgs51.

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Liu, Zhuanzhuan, Xing Ma, Peng Zhang, Chuzhan Hao, Shuo Zhang, and Lin Wang. "TIDE: Affective Time-aware Representations for Fine-grained Depression Identification on Social Media." In 2023 International Joint Conference on Neural Networks (IJCNN). IEEE, 2023. http://dx.doi.org/10.1109/ijcnn54540.2023.10191660.

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Ahmed, Fahim Ifteker, Md Rezaul Islam, Mohammad Shazzad Hossan, Risul Islam Rasel, and Nasrin Sultana. "River tide level prediction: A data mining approach for hydrographie time series data analysis." In 2017 20th International Conference of Computer and Information Technology (ICCIT). IEEE, 2017. http://dx.doi.org/10.1109/iccitechn.2017.8281782.

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Reports on the topic "Time and tide"

1

Hibbert, Angela, Jue Lin, and Begona Pérez Gómez. Automated tide gauge data quality control software and report. EuroSea, 2023. http://dx.doi.org/10.3289/eurosea_d5.7.

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The WP5 Coastal Resilience and Operational Services demonstrator aims to design and deploy innovative sea level monitoring systems, integrating their observations with downscaled model forecasts into an alert-based monitoring and forecasting tool (OSPAC) that is design for use by ports and local authorities. As part of this data integration process, sea level observations must be quality-controlled in near real-time, to minimise the risk of false alarms. This has historically been achieved using an established open-source software package (SELENE). Recent progress using automatic quality control (QC) in delayed mode has led to the development of additional functionality that could enhance the SELENE software. At the same time, the delivery of new sea level time series from Global Navigation Satellite Systems (GNSS), provides an additional means of data validation. WP5 aims to enhance the SELENE software by incorporating these enhancements and new data feeds, thereby improving the quality of the OSPAC tool. A delay in the installation of the sea level monitoring systems has led to a corresponding delay in the provision of data inputs to SELENE and subsequently to OSPAC. Some development work has been possible using alternative test time series, but a key implementer in presently taking parental leave, which will delay further development work until October 2023. This deliverable report will be updated thereafter. (EuroSea Deliverable, D5.7)

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Calafat, Francisco Mir, Thomas Frederikse, and Kevin Horsburgh. Mediterranean trend and acceleration sea-level estimates. EuroSea, 2023. http://dx.doi.org/10.3289/eurosea_d5.2_v2.

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Sea-level change is geographically non-uniform, with regional departures that can reach several times the global average rate of change. Characterizing this spatial variability and understanding its causes is crucial to the design of adaptation strategies for sea-level rise. This, as it turns out, is no easy feat, primarily due to the sparseness of the observational sea-level record in time and space. Long tide gauge records are restricted to a few locations along the coast. Satellite altimetry offers a better spatial coverage but only since 1992. In the Mediterranean Sea, the tide gauge network is heavily biased towards the European shorelines, with only one record with at least 35 years of data on the African coasts. Past studies have attempted to address the difficulties related to this data sparseness in the Mediterranean Sea by combining the available tide gauge records with satellite altimetry observations. The vast majority of such studies represent sea level through a combination of altimetry-derived empirical orthogonal functions whose temporal amplitudes are then inferred from the tide gauge data. Such methods, however, have tremendous difficulty in separating trends and variability, make no distinction between relative and geocentric sea level, and tell us nothing about the causes of sea level changes. Here, we combine observational data from tide gauges and altimetry with sea-level fingerprints of land-mass changes using a Bayesian hierarchical model (BHM) to quantify the sources of sea-level changes since 1960 in the Mediterranean Sea. The Bayesian estimates are provided on 1/4o x 1/4o regular grid. We find that Mediterranean Sea level rose at a relatively low rate from 1960 to 1990, at which point it started rising significantly faster with comparable contributions from sterodynamic sea level (ocean dynamics and thermal expansion) and land-mass changes. (EuroSea Deliverable, D5.2_v2)

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Torres, Marissa, and Norberto Nadal-Caraballo. Rapid tidal reconstruction with UTide and the ADCIRC tidal database. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/41503.

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The quantification of storm surge is vital for flood hazard assessment in communities affected by coastal storms. The astronomical tide is an integral component of the total still water level needed for accurate storm surge estimates. Coastal hazard analysis methods, such as the Coastal Hazards System and the StormSim Coastal Hazards Rapid Prediction System, require thousands of hydrodynamic and wave simulations that are computationally expensive. In some regions, the inclusion of astronomical tides is neglected in the hydrodynamics and tides are instead incorporated within the probabilistic framework. There is a need for a rapid, reliable, and accurate tide prediction methodology to provide spatially dense reconstructed or predicted tidal time series for historical, synthetic, and forecasted hurricane scenarios. A methodology is proposed to combine the tidal harmonic information from the spatially dense Advanced Circulation hydrodynamic model tidal database with a rapid tidal reconstruction and prediction program. In this study, the Unified Tidal Analysis program was paired with results from the tidal database. This methodology will produce reconstructed (i.e., historical) and predicted tidal heights for coastal locations along the United States eastern seaboard and beyond and will contribute to the determination of accurate still water levels in coastal hazard analysis methods.

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Yilmaz, Ihsan. The AKP’s Authoritarian, Islamist Populism: Carving out a New Turkey. European Center for Populism Studies (ECPS), 2021. http://dx.doi.org/10.55271/op0005.

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Abstract:

The global tide of populism will leave a profound mark on Turkey. The ruling Justice and Development Party’s (AKP) success during the past two decades, has hinged on Islamist authoritarian populism and been driven by its long-time leader, Recep Tayyip Erdogan. “New Turkey” is now a reality. The AKP has been successful at dismantling the Kemalist ideals – ironically, perhaps, by using similarly repressing techniques, such as cracking down on civil liberties and democratic rights.

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Sánchez, Gabriel, Patricio Valenzuela, and Eduardo A. Cavallo. Gone with the Wind: Demographic Transitions and Domestic Saving. Inter-American Development Bank, 2016. http://dx.doi.org/10.18235/0011730.

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Abstract:

This study explores the relationship between demographic factors and saving rates using a panel dataset covering 110 countries between 1963 and 2012. In line with predictions from theory, this paper finds that lower dependency rates and greater longevity increase domestic saving rates. However, these effects are statistically robust only in Asia. In particular, Latin America, which is a region that has undergone a remarkably similar demographic transition, did not experience the same boost in saving rates as Asia. The paper highlights that the potential dividends arising from a favorable demographic transition are not automatically accrued. This is a sobering message at a time when the demographic tide is shifting in the world.

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Mills, D. L. Internet Time Synchronization: The Network Time Protocol. RFC Editor, 1989. http://dx.doi.org/10.17487/rfc1129.

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7

M'Raihi, D., S. Machani, M. Pei, and J. Rydell. TOTP: Time-Based One-Time Password Algorithm. RFC Editor, 2011. http://dx.doi.org/10.17487/rfc6238.

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8

Hamermesh, Daniel. The Timing of Work Time Over Time. National Bureau of Economic Research, 1996. http://dx.doi.org/10.3386/w5855.

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9

Khwaja, Ahmed, Dan Silverman, and Frank Sloan. Time Preference, Time Discounting, and Smoking Decisions. National Bureau of Economic Research, 2006. http://dx.doi.org/10.3386/w12615.

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10

Kwong, Rachel. Morning Tide. Iowa State University, Digital Repository, 2016. http://dx.doi.org/10.31274/itaa_proceedings-180814-1669.

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