Sudden Increase in Tidal Response Linked to Calving and Acceleration at a Large Greenland Outlet Glacier

Large calving events at Greenland's largest outlet glaciers are associated with glacial earthquakes and near instantaneous increases in glacier flow speed. At some glaciers and ice streams, flow is also modulated in a regular way by ocean tidal forcing at the terminus. At Helheim Glacier, analysis of geodetic data shows decimeter-level periodic position variations in response to tidal forcing. However, we also observe transient increases of more than 100% in the glacier's responsiveness to such tidal forcing following glacial-earthquake calving events. The timing and amplitude of the changes correlate strongly with the step-like increases in glacier speed and longitudinal strain rate associated with glacial earthquakes. The enhanced response to the ocean tides may be explained by a temporary disruption of the subglacial drainage system and a concomitant reduction of the friction at the ice-bedrock interface, and suggests a new means by which geodetic data may be used to infer glacier properties. Citation: de Juan, J., et al. (2010), Sudden increase in tidal response linked to calving and acceleration at a large Greenland outlet glacier, Geophys. Res. Lett., 37, L12501, doi: 10.1029/2010GL043289.

Ice-Bed Coupling Beneath and Beyond Ice Streams: Byrd Glacier, Antarctica

Ice sheet thickness is determined mainly by the strength of ice-bed coupling that controls holistic transitions from slow sheet flow to fast streamflow to buttressing shelf flow. Byrd Glacier has the largest ice drainage system in Antarctica and is the fastest ice stream entering Ross Ice Shelf. In 2004 two large subglacial lakes at the head of Byrd Glacier suddenly drained and increased the terminal ice velocity of Byrd Glacier from 820 m yr(-1) to 900 m yr(-1). This resulted in partial ice-bed recoupling above the lakes and partial decoupling along Byrd Glacier. An attempt to quantify this behavior is made using flowband and flowline models in which the controlling variable for ice height above the bed is the floating fraction phi of ice along the flowband and flowline. Changes in phi before and after drainage are obtained from available data, but more reliable data in the map plane are required before Byrd Glacier can be modeled adequately. A holistic sliding velocity is derived that depends on phi, with contributions from ice shearing over coupled beds and ice stretching over uncoupled beds, as is done in state-of-the-art sliding theories.

Climate Variability in West Antarctica Derived from Annual Accumulation-Rate Records from ITASE Firn/Ice Cores

Thirteen annually resolved accumulation-rate records covering the last similar to 200 years from the Pine Island-Thwaites and Ross drainage systems and the South Pole are used to examine climate variability over West Antarctica. Accumulation is controlled spatially by the topography of the ice sheet, and temporally by changes in moisture transport and cyclonic activity. A comparison of mean accumulation since 1970 at each site to the long-term mean indicates an increase in accumulation for sites located in the western sector of the Pine Island-Thwaites drainage system. Accumulation is negatively associated with the Southern Oscillation Index (Sol) for sites near the ice divide, and periods of sustained negative Sol (1940-42, 1991-95) correspond to above-mean accumulation at most sites. Correlations of the accumulation-rate records with sea-level pressure (SLP) and the SOI suggest that accumulation near the ice divide and in the Ross drainage system may be associated with the midlatitudes. The post-1970 increase in accumulation coupled with strong SLP-accumulation-rate correlations near the coast suggests recent intensification of cyclonic activity in the Pine Island-Thwaites drainage system.

Thermal Conditions at the Bed of the Laurentide Ice Sheet in Maine During Deglaciation: Implications for Esker Formation

The University of Maine Ice Sheet Model was used to study basal conditions during retreat of the Laurentide ice sheet in Maine. Within 150 km of the margin, basal melt rates average similar to 5 mm a(-1) during retreat. They decline over the next 100km, so areas of frozen bed develop in northern Maine during retreat. By integrating the melt rate over the drainage area typically subtended by an esker, we obtained a discharge at the margin of similar to 1.2 m(3) s(-1). While such a discharge could have moved the material in the Katahdin esker, it was likely too low to build the esker in the time available. Additional water from the glacier surface was required. Temperature gradients in the basal ice increase rapidly with distance from the margin. By conducting upward into the ice all of the additional viscous heat produced by any perturbation that increases the depth of flow in a flat conduit in a distributed drainage system, these gradients inhibit the formation of sharply arched conduits in which an esker can form. This may explain why eskers commonly seem to form near the margin and are typically segmented, with later segments overlapping onto earlier ones.

Controls on the Basal Water Pressure in Subglacial Channels Near the Margin of the Greenland Ice Sheet

Assuming a channelized drainage system in steady state, we investigate the influence of enhanced surface melting on the water pressure in subglacial channels, compared to that of changes in conduit geometry, ice rheology and catchment variations. The analysis is carried out for a specific part of the western Greenland ice-sheet margin between 66 degrees N and 66 degrees 30' N using new high-resolution digital elevation models of the subglacial topography and the ice-sheet surface, based on an airborne ice-penetrating radar survey in 2003 and satellite repeat-track interferometric synthetic aperture radar analysis of European Remote-sensing Satellite 1 and 2 (ERS-1/-2) imagery, respectively. The water pressure is calculated up-glacier along a likely subglacial channel at distances of 1, 5 and 9 km from the outlet at the ice margin, using a modified version of Rothlisberger's equation. Our results show that for the margin of the western Greenland ice sheet, the water pressure in subglacial channels is not sensitive to realistic variations in catchment size and mean surface water input compared to small changes in conduit geometry and ice rheology.

Extreme River Floods in Western Switzerland and the Lake of Constance Region in the Period Prior to Instrumental Measurements

The floods that occurred on the Aare and Rhine rivers in May 2015 and the mostly successful handling of this event in terms of flood protection measures are a good reminder of how important it is to comprehend the causes and processes involved in such natural hazards. While the needed data series of gauge measurements and peak discharge calculations reach back to the 19th century, historical records dating further back in time can provide additional and useful information to help understanding extreme flood events and to evaluate prevention measures such as river dams and corrections undertaken prior to instrumental measurements. In my PhD project I will use a wide range of historical sources to assess and quantify past extreme flood events. It is part of the SNF-funded project “Reconstruction of the Genesis, Process and Impact of Major Pre-instrumental Flood Events of Major Swiss Rivers Including a Peak Discharge Quantification” and will cover the research locations Fribourg (Saane R.), Burgdorf (Emme R.), Thun, Bern (both Aare R.), and the Lake of Constance at the locations Lindau, Constance and Rorschach. My main goals are to provide a long time series of quantitative data for extreme flood events, to discuss the occurring changes in these data, and to evaluate the impact of the aforementioned human influences on the drainage system. Extracting information given in account books from the towns of Basel and Solothurn may also enable me to assess the frequency and seasonality of less severe river floods. Finally, historical information will be used for remodeling the historical hydrological regime to homogenize the historical data series to modern day conditions and thus make it comparable to the data provided by instrumental measurements. The method I will apply for processing all information provided by historical sources such as chronicles, newspapers, institutional records, as well as flood marks, paintings and archeological evidence has been developed and successfully applied to the site of Basel by Wetter et al. (2011). They have also shown that data homogenization is possible by reconstructing previous stream flow conditions using historical river profiles and by carefully observing and re-constructing human changes of the river bed and its surroundings. Taken all information into account, peak discharges for past extreme flood events will be calculated with a one-dimensional hydrological model.

(Table 1) GRACE-derived mass balance of the Greenland ice sheet 2002-2010

We re-evaluate the Greenland mass balance for the recent period using low-pass Independent Component Analysis (ICA) post-processing of the Level-2 GRACE data (2002-2010) from different official providers (UTCSR, JPL, GFZ) and confirm the present important ice mass loss in the range of -70 and -90 Gt/y of this ice sheet, due to negative contributions of the glaciers on the east coast. We highlight the high interannual variability of mass variations of the Greenland Ice Sheet (GrIS), especially the recent deceleration of ice loss in 2009-2010, once seasonal cycles are robustly removed by Seasonal Trend Loess (STL) decomposition. Interannual variability leads to varying trend estimates depending on the considered time span. Correction of post-glacial rebound effects on ice mass trend estimates represents no more than 8 Gt/y over the whole ice sheet. We also investigate possible climatic causes that can explain these ice mass interannual variations, as strong correlations between GRACE-based mass balance and atmosphere/ocean parallels are established: (1) changes in snow accumulation, and (2) the influence of inputs of warm ocean water that periodically accelerate the calving of glaciers in coastal regions and, feed-back effects of coastal water cooling by fresh currents from glaciers melting. These results suggest that the Greenland mass balance is driven by coastal sea surface temperature at time scales shorter than accumulation.

Sediment volume variations inferred from DGPS measurements within Bossons glacier proglacial area (Mont-Blanc massif, France)

This dataset presents Differential Global Positioning System data (DGPS) acquired within the Bossons glacier proglacial area. Bossons glacier is a rapidly retreating glacier and its proglacial area is deglaciated for ~30 years. Bossons stream is one of the outlets of the subglacial drainage system. It starts as a 800 m steep cascade reach, then flows through an area with gentler slope : the Plan des Eaux (PdE). PdE is a 300 m long, 50 m wide proglacial alluvial plain with an increasing channel mobility in the downstream direction but decreasing slope gradient and incision. As it may act a sediment trap, studying periglacial and proglacial erosion processes in the Bossons catchment requires to quantify PdE sediment volume evolution. A several meter-sized block located within Bossons proglacial area was set up as GPS base : its location was measured by one antenna (Topcon Hyper Pro) by performing 600 consecutive measurements throughout one day. A second antenna (Topcon Hyper Pro) was then used to measure XYZ location of points in the proglacial area with a ~2 m grid. Radio communication between the two antennas allowed differential calculations to be automatically carried out on field using the Topcon FC-250 hand controller. This methodology yields 3 cm XY and 1.5 cm Z uncertainties. DGPS data have been acquired through 10 campaigns from 2004 to 2014; campaigns from 2004 to 2008 cover a smaller area than those from 2010 to 2014. Digital Elevation Model (DEM) have been interpolated from DGPS data and difference between two DEMs yields deposited and eroded volume within PdE. Maps of PdE volume variation between two campaigns show that incision mainly occurs in the upper and lower sections where as deposition dominates in the middle section. Deposition, denudation and net rate (deposition rate - denudation rate) are calculated by normalizing volumes by DEM areas. Deposition dominates results with a mean net rate of 29 mm/yr. However, strong inter-annual variability exists and some years are dominated by denudation : -36 mm/yr and -100 mm/yr for 2006 and 2011, respectively. Nonetheless, oldest campaigns (2004 to 2008) were carried out on the lower part part of the alluvial plain and ruling them out to keep only complete DEM (2010 to 2014) yields a mean net rate of ~15 mm/yr. This results is coherent with field observations of both strong deposition (e.g. flood deposits) and strong erosion (e.g. 30 cm incision) evidences. Bossons glacier proglacial area is thus dynamic with year-to-year geormorphological changes but may leans toward increasing its mean elevation through a deposition dominated system.

Ice-rafted debris record in the Prydz Bay

Ice-rafted debris mass accumulation rates (IRD MAR) at a drill site on the Antarctic continental margin are investigated to evaluate the linkages between East Antarctic Ice Sheet extent and Southern Ocean temperatures in the early to mid-Pliocene. ODP Site 1165 is within 400 km of the Antarctic coastline and in the direct pathway of icebergs released by the Amery Ice Shelf. The Amery Ice Shelf is the largest ice shelf in East Antarctica and it buttresses the Lambert Glacier drainage system, which accounts for 14% of the outflow from the East Antarctic Ice Sheet. IRD MAR were low during peak Southern Ocean warming in the early Pliocene. After a brief precursor, a tenfold increase in IRD MAR at 3.3 Ma marks the termination of the early Pliocene ice sheet minimum, coincident with the M2 glacial. For the mid-Pliocene, a strong correlation exists between the high-amplitude signal in the LR04 benthic stack and IRD MAR, suggesting linkages between East Antarctic ice extent, global ice volume and deep-water temperatures. The IRD record at Site 1165 provides evidence of greater sensitivity of the Lambert Glacier-Amery Ice Shelf system to Southern Ocean warming than is currently predicted by ice sheet models, which may relate to uncertainties in the understanding of ocean heat uptake, poleward heat transport and ice sheet-ocean interactions.

Isotopic and chemical compositions of DSDP site 18-174 sediments

The Astoria submarine fan, located off the coast of Washington and Oregon, has grown throughout the Pleistocene from continental input delivered by the Columbia River drainage system. Enormous floods from the sudden release of glacial lake water occurred periodically during the Pleistocene, carrying vast amounts of sediment to the Pacific Ocean. DSDP site 174, located on the southern distal edge of the Astoria Fan, is composed of 879 m of terrigenous sediments. The section is divided into two major units separated by a distinct seismic discontinuity: an upper, turbidite fan unit (Unit I), and an underlying finer-grained unit (Unit II). Both units have overlapping ranges of Nd and Hf isotope compositions, with the majority of samples having e-Nd values of -7.1 to -15.2 and eHf values -6.2 to -20.0; the most notable exception is the uppermost sample in the section, which is identical to modern Columbia River sediment. Nd depleted mantle model ages for the site range from 2.0 to 1.2 Ga and are consistent with derivation from cratonic Proterozoic source regions, rather than Cenozoic and Mesozoic terranes proximal to the Washington-Oregon coast. The Astoria Fan sediments have significantly less radiogenic Nd (and Hf) isotopic compositions than present day Columbia River sediment (e-Nd=-3 to -4; [Goldstein, S.J., Jacobsen, S.B., 1987. Nd and Sr isotopic systematics of river water suspended material: implications for crustal evolution. Earth. Planet. Sci. Lett. 87, 249-265; doi:10.1016/0012-821X(88)90013-1]), and suggest that outburst flooding, tapping Proterozoic source regions, was the dominant sediment transport mechanism in the genesis and construction of the Astoria Fan. Pb isotopes form a highly linear 207Pb/204Pb - 206Pb/204Pb array, and indicate the sediments are a binary mixture of two disparate sources with isotopic compositions similar to Proterozoic Belt Supergroup metasediments and Columbia River Basalts. The combined major, trace and isotopic data argue that outburst flooding was responsible for depositing the majority (top 630 m) of the sediment in the Astoria Fan.

Site characteristics and ice speed at four sites on Kangiata Nunata Sermia glacier, southwest Greenland

We present subdaily ice flow measurements at four GPS sites between 36 and 72 km from the margin of a marine-terminating Greenland outlet glacier spanning the 2009 melt season. Our data show that >35 km from the margin, seasonal and shorter-time scale ice flow variations are controlled by surface melt-induced changes in subglacial hydrology. Following the onset of melting at each site, ice motion increased above background for up to 2 months with resultant up-glacier migration of both the onset and peak of acceleration. Later in our survey, ice flow at all sites decreased to below background. Multiple 1 to 15 day speedups increased ice motion by up to 40% above background. These events were typically accompanied by uplift and coincided with enhanced surface melt or lake drainage. Our results indicate that the subglacial drainage system evolved through the season with efficient drainage extending to at least 48 km inland during the melt season. While we can explain our observations with reference to evolution of the glacier drainage system, the net effect of the summer speed variations on annual motion is small (~1%). This, in part, is because the speedups are compensated for by slowdowns beneath background associated with the establishment of an efficient subglacial drainage system. In addition, the speedups are less pronounced in comparison to land-terminating systems. Our results reveal similarities between the inland ice flow response of Greenland marine- and land-terminating outlet glaciers.

Alteración del comportamiento hidráulico natural de la vertiente noreste de la marisma de El Rocío por efectos antrópicos

El geo-dinamismo torrencial es resultado de la incidencia de precipitaciones torrenciales en la cuenca hidrográfica, y se manifiesta por una intensificación del ciclo del agua (con la presencia de mayores volúmenes de escorrentía y la consiguiente aparición de repentinos y elevados caudales de avenida) e intensificación del ciclo de los sedimentos (mayor erosión del suelo, incremento del transporte de sedimentos en los cauces de drenaje y la formación de grades depósitos de sedimentos en el área dominada de la cuenca). Estos procesos naturales se pueden agravar si se realizan en la cuenca actuaciones que alteren sustancialmente su morfología; es el caso del arroyo del Partido, tributario a la marisma de El Rocío en el Parque Nacional de Doñana, cuyo encauzamiento del tramo final sobre su antiguo cono de sedimentación fue el causante de la formación de un nuevo cono de sedimentación sobre la marisma. Pero las intervenciones antrópicas también pueden dirigir el sistema hacia la estabilidad sedimentaria y el tramo final del arroyo del Partido ha experimentado asimismo actuaciones de carácter restaurador. El antiguo cono de sedimentación del arroyo del Partido es un lugar complejo en el que drenan también otros tres cursos que intercambian sus flujos con dicho arroyo durante las avenidas. Esta Memoria analiza cuatro situaciones del paraje objeto de estudio: la primera responde al estado original del lugar en cuestión (situación A); la segunda a la creada tras el encauzamiento del arroyo del Partido en 1981 (situación B); la tercera a la formada pasado un tiempo desde el encauzamiento, cuando el geo-dinamismo del lugar hizo sus efectos sobre el paraje en cuestión (situación C); y la cuarta la generada tras la restauración en el verano de 2006 del régimen hidráulico-sedimentario del arroyo del Partido con la Actuación núm. 3 del Proyecto Doñana 2005. Se han investigado los efectos que la alteración de la morfología del sistema de drenaje del antiguo cono de sedimentación del arroyo del Partido causa en los parámetros hidráulicos que desencadenan el geo-dinamismo torrencial. Para ello se han reproducido las condiciones morfológicas de las cuatro situaciones más representativas ya comentadas que ha experimentado el paraje en los últimos 30 años y que han condicionado el comportamiento de las avenidas torrenciales ocurridas en dicho periodo. En este contexto se ha elaborado un modelo hidrológico con el programa HECHMS a partir de la información disponible y un modelo hidrodinámico en 2D con el programa IBER; con este último se han comparado ocho escenarios característicos derivados de la incidencia de dos avenidas representativas de los eventos torrenciales de la zona sobre las morfologías contempladas. También se ha estudiado la tensión de arrastre de las avenidas dada su incidencia en el terreno sobre el que transitan, analizando de manera separada los efectos en los cuatro cauces de drenaje del antiguo cono de sedimentación y del resto de la superficie del mismo. La investigación realizada ha permitido describir minuciosamente el comportamiento de los drenajes locales del antiguo y complejo cono de sedimentación que bordea el noroeste de la marisma del Parque Nacional de Doñana, desde la marisma de El Rocío hasta la marisma gallega, lo que redundará en beneficio de la gestión del Parque Nacional de Doñana y de su entorno, y especialmente en la seguridad del perímetro oriental de la aldea de El Rocío. ABSTRACT The torrential geo-dynamism results from the effect of torrential precipitations on the hydrological watershed, and it shows ups with the intensification of the water cycle (with presence of higher volumes of run-off and the consequent appearance of sudden and high food flows) and intensification of the sediment cycle (higher soil erosion, increase of sediment transport in the drainage courses and the formation of big sediment deposits in the area downstream the watershed). These natural processes can worsen if actions that change the morphology of the watershed are carried out. It is the case of the Partido stream, tributary of the marsh of El Rocío in the Doñana National Park, whose channelization of the final stretch over its old alluvial fan was the cause of the formation of a new alluvial fan over the marsh. But human actions can also go toward the sediment stabilization, and the final stretch of the Partido stream has experienced restoration actions as well. The old alluvial fan of the Partido stream is a complex terrain where also other three courses exchange their flows during floods. This document analyses four situations of the area studied: the first corresponds to the original state of the place (situation A); the second is the state created after the channel of the Partido stream was built in 1981 (situation B); the third is the state formed after some time passed and the geo-dynamism caused effect in the channelization (situation C); and the forth situation is the one created after the restoration in summer of 2006 of the hydraulic-sedimentary regime of the Partido stream with de Action number 3 of the Doñana 2005 Project. It has been researched the effects that the alteration of the morphology of the drainage system of the old alluvial fan of the Partido stream causes to the hydraulic parameters that trigger the torrential geo-dynamism. For that, the morphologic conditions of the four more representative situations were reproduced. Those situations experienced in the area in the last 30 years have conditioned the behaviour of torrential floods in that period. In this context, a hydrologic model with HEC-HMS and a 2D hydro-dynamic model with IBER have been set up. With IBER, eight scenes have been compared resulting from the impact of two representative floods from torrential events in the region against the morphologies considered. Also, the shear stress of the floods on the terrain has been studied, analysing separately the effect in the four drainage courses of the old alluvial fan and in the rest of its surfaces. The research carried out has allowed describing in minute detail the behavior of the local drainages of the old and complex alluvial fan that border the northwest part of the marsh of Doñana National Park, from the marsh of El Rocío to the gallega marsh. This will result in benefit for the management of Doñana National Park and its surroundings, and especially for the safety of the eastern limit of El Rocío village.

Repair works at Saint Claire Convent in Chinchón (Madrid, Spain)

The Chinchón Saint Claire Convent is a Count Foundation of 1653. Some repair works were made around 1965, but some important cracks were remained. This paper describes the soil study made to know, its properties, the reason of these movements and its consequences to the convent and the repair works done. A high swelling phenomenon has been detected. The convent is on a high plasticity clayey soil with soil sandy insertions. The soil water has a high content of sulphates. In addition, some sewer system piping was broken around the convent and frequently flooded the convent crypt. A micropiles underpinning was made and the water leaked has lead to the sewer system to avoid the crypt flooding, also a drainage system has been made and the ground around the church has been paved.

A CO2-saving-based methodology to measure the impact of the SUMP in European Cities: Application to the City of Burgos

Urban mobility in Europe is always a responsibility of the municipalities which propose measures to reduce CO2 emissions in terms of mobility aimed at reducing individual private transport (car). The European Commission's Action Plan on Urban Mobility calls for an increase in the take-up of Sustainable Urban Mobility Plans in Europe. SUMPs aim to create a sustainable urban transport system. Europe has got some long term initiatives and has been using some evaluation procedures, many of them through European projects. Nevertheless, the weak point with the SUMPs in Spain, has been the lack of concern about the evaluation and the effectiveness of the measures implemented in a SUMP. For this reason, it is difficult to know exactly whether or not the SUMPs have positively influenced in the modal split of the cities, and its contribution to reduce CO2 levels. The case of the City of Burgos is a very illustrative example as it developed a CiViTAS project during the years 2005-2009, with a total investment of 6M?. The results have been considered as ?very successful? even at European level. The modal split has changed considerably for better, The cost-effectiveness ratio of the SUMP in the city can be measured with the CO2 ton saved, specifically 36 ? per CO2 ton saved, which is fully satisfactory and in line with calculations from other European researchers. Additionally, the authors propose a single formula to measure the effectiveness of the activities developed under the umbrella of a SUMP.

Formación y determinación del valor del suelo: confrontación y discrepancias entre mecanismos de mercado y regulaciones administrativas

La determinación del valor del suelo implicado en los procesos de urbanización se mueve en una compleja dialéctica en la que algunos fenómenos de naturaleza morfológica como el modelado del espacio social, o el que se deduce de las determinaciones del planeamiento (aprovechamiento especialmente) se enfrentan a instrumentos de regulación que se rigen por normas de carácter administrativo (urbanísticas y expropiatorias, fiscales, financieras-hipotecarias etc.). En ese marco en el que las discrepancias son frecuentes se pretende analizar las posibles actuaciones encaminadas a influir sobre la formación de ese valor en el sentido de limitar las expectativas de aprovechamiento tradicionalmente vinculadas al sistema urbanístico establecido, destacando al respecto la implantación de criterios de sostenibilidad y participación ciudadana, así como que la utilización de normas administrativas de valoración con la finalidad de reducir tales expectativas y tratar de influir sobre el sistema urbanístico en su conjunto, no se considera suficiente para conseguir el logro de tales objetivos. Añadiendo, respecto del conjunto de normas administrativas de determinación del valor del suelo, que si bien las reglas urbanísticas y expropiatorias establecen actualmente reglas objetivas de valoración, a través de la normativa de valoración destinada a entidades financieras, o de carácter fiscal, se introducen criterios subjetivos que tratan de aproximarse al mercado, incluso en el caso del valor catastral, estructuralmente reglado. Esta separación de criterios ha llevado a un enfrentamiento al que ha venido a dar respuesta la reciente sentencia del Tribunal Supremo de 30 de mayo de 2014, que impone los criterios urbanísticos de consideración de situaciones básicas de suelo, frente a los fiscalmente regulados en relación con la normativa catastral en cuanto a la consideración de suelo urbanizable sin desarrollar, que pasa a ser considerado como en situación rural, siendo por tanto aplicables sobre el mismo las reglas de valoración que la normativa catastral establece para esta categoría de suelo (rústico) que no considera, incluso con la posterior modificación, de junio de 2015, incorporada para adaptarse a la mencionada sentencia, expectativas de aprovechamiento. Pero como se ha señalado, la exclusiva utilización de la normativa urbanística de valoración no se considera suficiente para evitar los efectos que sobre el valor de suelo produce la asignación de tales aprovechamientos, por lo que acuerdo con la actual legislación de suelo, deben asimismo potenciarse actuaciones encaminadas a un desarrollo sostenible así como a la participación ciudadana, la transparencia y el control, con la finalidad de lograr un mayor rigor en la utilización del suelo que ha de traducirse en su valoración. ABSTRACT Determining the land value involved in the urbanisation process implies a complex dialectic in which certain morphological natural phenomena like the modelling of social space or that deduced from planning determinations (especially land use) face regulatory instruments governed by administrative norms (urban planning and expropriator, tax, financial-mortgage etc.). In this context where discrepancies are common, the purpose is to analyse the possible actions geared to influence the formation of that value in the sense of limiting land use expectations traditionally linked to the established urban planning system, highlighting the implementation of sustainability criteria and citizen participation, as well as to consider that the administrative standards of evaluation for reducing said expectations, and trying to influence the urban system as a whole, are not considered sufficient for achieving these objectives. We might add, with respect to the set of administrative norms for determining the land value, that while urban and expropriations norms currently provide objective rules of valuation, subjective criteria are introduced trying to approach the market, including the structurally regulated cadastral value through valuation rules aimed at financial or fiscal institutions. This separation of criteria has led to a confrontation to which the recent ruling of the Supreme Court of May 30, 2014 responds. The aforementioned judgement imposes the urban core criteria for basic land use situations against those fiscally regulated in relation to cadastral regulations regarding the consideration of undeveloped building land, which is considered to be in a rural situation, making it subject to the same rules that cadastral valuation norms established for this category of land use (rustic) which do not consider, even with the subsequent amendment of June 2015, introduced to fit that judgment, use expectations. But as noted, the exclusive use of valuation planning regulations is not considered sufficient to avoid the effects on the land value produced by the allocation of said uses, so that according to the current land use legislation, actions aimed at sustainable development as well as citizen participation, transparency and control, shall be enhanced in order to achieve greater rigor in the use of land which should be translated in their valuation.