Evaluation/Optimization of reservoir operation rules for flood management using an integrated hydrologic-hydraulic framework

Se ha presentado la evaluación y optimización de las reglas de operación de un embalse para gestión de avenidas usando un entorno integrado hidrológico- hidráulico de tipo Monte Carlo. Some reservoirs play a major role in flood protection, managing the floods and reducing or delaying the peak discharges in the river downstream. However, the changing environment (natural and anthropological changes) requires the development of more elaborated strategies for reservoir operation. Three factors are relevant: 1) the natural variability of inflow hydrographs, 2) the competition for reservoir storage capacity between flood control and other uses, and 3) the existence of built-up areas on downstream river reaches. A framework for evaluation/optimization of reservoir operation rules for flood management in a changing environment is presented in this study. The study was carried out using an integrated hydrologic – hydraulic model in a Monte Carlo framework.

Metodología para la gestión integral de las presas de laminación de avenidas y su aplicación a la cuenca hidrográfica del Segura

En el levante español se producen periódicamente intensos aguaceros (gota fría), que generan grandes riadas, desbordándose los cauces y asolando los campos y las ciudades, ocasionando graves daños en la economía local y con frecuencia, por desgracia, víctimas personales. La Confederación Hidrográfica del Segura ha puesto en marcha un vasto sistema de protección, conocido como Plan de Defensa contra Avenidas, del que ya se encuentran en explotación un conjunto de presas cuyo objetivo prioritario es la laminación de las avenidas. Las presas de laminación ubicadas en esta área mediterránea son estructuras muy singulares, al estar ubicadas en cuencas extremadamente secas, con alta pendiente, rápida respuesta, picos altos de caudal, y gran poder erosivo del flujo. Las aguas arrastran en suspensión un alto porcentaje de aporte sólido y flotantes, que quedan retenidos en el embalse, aterrándolo e inutilizando los desagües. En esta tesis doctoral se analizan los criterios de actuación para la gestión de estas presas de laminación, con objeto de que se puedan introducir en las Normas de Explotación innovaciones destinadas a mejorar la eficiencia del conjunto, de manera que se consiga la máxima protección posible y al mismo tiempo se puedan aprovechar las aguas, sin menoscabo de su objetivo prioritario, para otros fines complementarios. Como consecuencia del trabajo realizado se indica la conveniencia de establecer un conjunto de normas de actuación comunes a todas las presas del sistema, como es la estrategia de recibir siempre a los hidrogramas de la riada con las compuertas de los desagües de fondo cerrados, o la conveniencia de que en todas las presas se dispongan compuertas en estos órganos. También se dictan recomendaciones en la gestión del vaciado, para conseguir el máximo aprovechamiento del agua, introduciendo el concepto innovador de los trasvases virtuales. Asimismo, se analiza la conveniencia de fijar normas diferenciales específicas atendiendo a las peculiaridades de cada presa, en cuanto se refiere al nivel máximo de explotación, al cumplimiento de los condicionantes ambientales, al mantenimiento de la calidad del agua, y a otros aspectos singulares que caracterizan a cada uno de estos embalses. The Spanish Mediterranean region hydrology is characterised by low rainfall, but concentrated in extreme convective events. Those heavy rains and storms lead to large, flash-floods which cause devastation of fields, villages and, unfortunately, loss of lives. Segura River Basin Authority has developed an ambitious plan for flood protection and control that is constituted by a system of flood protection dams, river channelling, river diversions diversions and levees. Flood protection dams placed on this area, are distinct structures, as they are located on extremely dry basins, with high slopes and limited vegetal covering. These facts, along with the very high rainfall intensity, are determinants of a rapid response and a very erosive flow. The flow transports a large rate of solids in suspension, and also debris, which many times block and clog the outlets intakes, disabling them. In such a case, the dam would be inoperative, in an emergency state and remedial measures should be taken. This PhD thesis analyses the flood protection dams operation criteria, for providing managers a methodology to analyse each individual case and also the flood protection system as a whole. Additionally practical rules and recommendations, to cope with the objectives of dam safety, flood protection and water resources use, are given. The rules consider the specific differences and risks that may be faced by the dams. To that end, they were grouped, depending on their characteristics: allowance for permanent water storage, environmental restrictions, water quality, geotechnical problems, type of structure, etc. As a result of this research, it is recommended to design these dams with valves for regulating the bottom outlets. The availability of valves is linked with the routing strategy of receiving flood with the outlets closed. This has been shown as the best measure to prevent clogging and opens the possibility of storing temporarily the water, making then a scheduled emptying of the reservoir, which could be computed as a virtual transfer to the regulating dams. Emptying should be done in accordance with the situation of the other dams of the system and of the rivers downstream. This detention time would make possible also the beginning of the sedimentation process which is necessary for using the water with the modern irrigation systems that are in use in this area.

A Survey on Underwater Acoustic Sensor Network Routing Protocols

Underwater acoustic sensor networks (UASNs) have become more and more important in ocean exploration applications, such as ocean monitoring, pollution detection, ocean resource management, underwater device maintenance, etc. In underwater acoustic sensor networks, since the routing protocol guarantees reliable and effective data transmission from the source node to the destination node, routing protocol design is an attractive topic for researchers. There are many routing algorithms have been proposed in recent years. To present the current state of development of UASN routing protocols, we review herein the UASN routing protocol designs reported in recent years. In this paper, all the routing protocols have been classified into different groups according to their characteristics and routing algorithms, such as the non-cross-layer design routing protocol, the traditional cross-layer design routing protocol, and the intelligent algorithm based routing protocol. This is also the first paper that introduces intelligent algorithm-based UASN routing protocols. In addition, in this paper, we investigate the development trends of UASN routing protocols, which can provide researchers with clear and direct insights for further research.

Determining departure times in dynamic and stochastic maritime routing and scheduling problem

In maritime transportation, decisions are made in a dynamic setting where many aspects of the future are uncertain. However, most academic literature on maritime transportation considers static and deterministic routing and scheduling problems. This work addresses a gap in the literature on dynamic and stochastic maritime routing and scheduling problems, by focusing on the scheduling of departure times. Five simple strategies for setting departure times are considered, as well as a more advanced strategy which involves solving a mixed integer mathematical programming problem. The latter strategy is significantly better than the other methods, while adding only a small computational effort.

Holocene flood frequency across the Central Alps

The frequency of large-scale heavy precipitation events in the European Alps is expected to undergo substantial changes with current climate change. Hence, knowledge about the past natural variability of floods caused by heavy precipitation constitutes important input for climate projections. We present a comprehensive Holocene (10,000 years) reconstruction of the flood frequency in the Central European Alps combining 15 lacustrine sediment records. These records provide an extensive catalog of flood deposits, which were generated by flood-induced underflows delivering terrestrial material to the lake floors. The multi-archive approach allows suppressing local weather patterns, such as thunderstorms, from the obtained climate signal. We reconstructed mainly late spring to fall events since ice cover and precipitation in form of snow in winter at high-altitude study sites do inhibit the generation of flood layers. We found that flood frequency was higher during cool periods, coinciding with lows in solar activity. In addition, flood occurrence shows periodicities that are also observed in reconstructions of solar activity from 14C and 10Be records (2500-3000, 900-1200, as well as of about 710, 500, 350, 208 (Suess cycle), 150, 104 and 87 (Gleissberg cycle) years). As atmospheric mechanism, we propose an expansion/shrinking of the Hadley cell with increasing/decreasing air temperature, causing dry/wet conditions in Central Europe during phases of high/low solar activity. Furthermore, differences between the flood patterns from the Northern Alps and the Southern Alps indicate changes in North Atlantic circulation. Enhanced flood occurrence in the South compared to the North suggests a pronounced southward position of the Westerlies and/or blocking over the northern North Atlantic, hence resembling a negative NAO state (most distinct from 4.2 to 2.4 kyr BP and during the Little Ice Age). South-Alpine flood activity therefore provides a qualitative record of variations in a paleo-NAO pattern during the Holocene. Additionally, increased South Alpine flood activity contrasts to low precipitation in tropical Central America (Cariaco Basin) on the Holocene and centennial time scale. This observation is consistent with a Holocene southward migration of the Atlantic circulation system, and hence of the ITCZ, driven by decreasing summer insolation in the Northern hemisphere, as well as with shorter-term fluctuations probably driven by solar activity.

Mid-to Late Holocene flood frequency in the northeastern Alps as recorded in varved sediments of Lake Mondsee

Annually laminated (varved) lake sediments with intercalated detrital layers resulting from sedimentary input by runoff events are ideal archives to establish precisely dated records of past extreme runoff events. In this study, the mid- to late Holocene varved sediments of Lake Mondsee (Upper Austria) were analysed by combining sedimentological, geophysical and geochemical methods. This approach allows to distinguish two types of detrital layers related to different types of extreme runoff events (floods and debris flows) and to detect changes in flood activity during the last 7100 years. In total, 271 flood and 47 debris flow layers, deposited during spring and summer, were identified, which cluster in 18 main flood episodes (FE 1-18) with durations of 30-50 years each. These main flood periods occurred during the Late Neolithic (7100-7050 vyr BP and 6470-4450 vyr BP), the late Bronze Age and the early Iron Age (3300-3250 and 2800-2750 vyr BP), the late Iron Age (2050-2000 vyr BP), throughout the Dark Ages Cold Period (1500-1200 vyr BP), and at the end of the Medieval Warm Period and the Little Ice Age (810-430 vyr BP). Summer flood episodes in Lake Mondsee are generally more abundant during the last 1500 years, often coinciding with major advances of alpine glaciers. Prior to 1500 vyr BP, spring/summer floods and debris flows are generally less frequent, indicating a lower number of intense rainfall events that triggered erosion. In comparison with the increase of late Holocene flood activity in western and northwestern (NW) Europe, commencing already as early as 2800 yr BP, the hydro-meteorological shift in the Lake Mondsee region occurred much later. These time lags in the onset of increased hydrological activity might be either due to regional differences in atmospheric circulation pattern or to the sensitivity of the individual flood archives. The Lake Mondsee sediments represent the first precisely dated and several millennia long summer flood record for the northeastern (NE) Alps, a key region at the climatic boundary of Atlantic, Mediterranean and East European air masses aiding a better understanding of regional and seasonal peculiarities of flood occurrence under changing climate conditions.