Through the 1980s and 1990s studies of the geomorphology of desert sand dunes were dominated by field studies of wind flow and sand flow over individual dunes. Alongside these there were some attempts numerically to model dune development as well as some wind tunnel studies that investigated wind flow over dunes. As developments with equipment allowed, field measurements became more sophisticated. However, by the mid-1990s it was clear that even these more complex measurements were still unable to explain the mechanisms by which sand is entrained and transported. Most importantly, the attempt to measure the stresses imposed by the wind on the sand surface proved impossible, and the use of shear (or friction) velocity as a surrogate for shear stress also failed to deliver. At the same time it has become apparent that turbulent structures in the flow may be as or more important in explaining sand flux. In a development paralleled in fluvial geomorphology, aeolian geomorphologists have attempted to measure and model turbulent structures over dunes. Progress has recently been made through the use of more complex numerical models based on computational fluid dynamics (CFD). Some of the modelling work has also suggested that notions of dune ‘equilibrium’ form may not be particularly helpful. This range of recent developments has not meant that field studies are now redundant. For linear dunes careful observations of individual dunes have provided important data about how the dunes develop but in this particular field some progress has been made through ground-penetrating radar images of the internal structure of the dunes.
The paradigm for studies of desert dune geomorphology for several decades has been that good quality empirical data about wind flow and sand flux will enable us to understand how dunes are created and maintain their form. At least some of the difficulty in the past arose from the plethora of undirected data generated by largely inductive field studies. More recently, attention has shifted–although not completely–to modelling approaches, and very considerable progress has been made in developing models of dune development. It is clear, however, that the models will continue to require accurate field observations in order for us to be able to develop a clear understanding of desert sand dune geomorphology. 相似文献
A shallow moderate (Ms=5.7) but damaging earthquake shook theregion of Beni-Ourtilane located about 50 km NW of Setif and 390 kmNE of Algiers (Central Eastern Algeria). The main shock caused the deathof 2 peoples, injured 50 and caused sustainable damage to about 3000housing units. The main shock was preceded by 2 foreshocks and followedby many aftershocks which lasted for many days. Analysis of historicalseismicity including the localisation of epicenters, the trend of isoseismalmaps of some historical events, the localisation of the November 10, 2000main shock (Ms=5.7) and the November 16, 2000 aftershock(Ms=4.5) as well as the shape of the area of maximum intensity ofthe November 10, 2000 earthquake suggest that the Tachaouaft fault of20 km of length is the activated geological structure. Although, there isno clear surface breaks associated with this earthquake, the localisation ofgeological disorders, such as ground fissures, during the Beni-Ourtilaneearthquake, which are remarkably located near the fault, may have atectonic meaning. Geomorphological analysis through Digital ElevationModels (DEMs) allowed us to identify a clear fault scarp related likely tostrong earthquakes occurred in the past. Among geomorphologicalevidences of this active fault there are the uplift and tilt of alluvial terraceson the hanging wall and the diversion of the drainage pattern. Based onthe quality of constructions and field observations an intensity I0 = VII (MSK scale) is attributed to the epicentral area,which is striking NE-SW in agreement with the focal mechanism solutionand the seismotectonic observations. In the other hand the amount ofdamage is due rather to the bad quality of constructions than to theseverity of ground motion. The Tachaouaft fault with the Kherrata fault isthe main source of seismic hazard in the Babors region. 相似文献
A high Andean stream in the equatorial zone of Ecuador, the Rio Itambi, located at 2,600 to 4,600 m a.s.l., was studied to describe its physical structure, geomorphology, water chemistry and biodiversity.The Itambi catchment basin is characterized in its upper part by the volcanic sierra with >70% slope, and in its lower part by lake deposits. The length of Rio Itambi is 17 km with a catchment basin of 11,271 ha; the annual flow amounts to 0.07-0.5 m3/s. Stream structure is evaluated using a modification of the German “Geomorphological Structure Classification Method” with six main parameters (development of stream bed, longitudinal profile, transversal profile, bed structure, stream bank structure, and surrounding environment). Nowadays an impact of Rio Itambi's stream structure occurs due to anthropogenic activities. The water quality of Rio Itambi is presented on the basis of a monthly monitoring, and a comparison of rainy and dry season is given. An impact on quality is caused by human activities (sewage input, cattle raising), by landslides with a remodelling of the stream bed and by a low oxygen concentration due to altitude.Flora of stream banks as well as diatoms, macrophytes and fauna of stream bed were determined, and within the stream, biodiversity is low. In the upper part of the stream, this seems to be an effect of low oxygen saturation values and of landslide that remodel the stream bed, and in the lower part of the stream it is due to anthropogenic damage by sewage input. 相似文献
The north coast of the United Arab Emirates (UAE) provides a typical example of coastal sabkha (supratidal flat) formation. Various stages of sabkha development can be recognized along this coast. This paper combines previous studies of sabkha environment with the results of field investigation of sabkha geomorphology, sedimentology, and stratigraphy on the north coast of UAE, to formulate a model of sabkha evolution.The model has six stages in the evolution of coastal sabkhas following the early Holocene sea-level rise. These are: Stage 1: sea-level rise results in the formation of an embayment. Stage 2: involves subsequent spit development and progradation across the bay as a result of sediment availability. Stage 3: coincident with spit evolution is the development of a khor (tidal inlet) with or without mangrove. Channel depth of Khors varies from 4 to 6 m. Stage 4: sediment accumulates in the khor reducing the khor depth, turning it into a lagoon. There are three sub-stages of the lagoon stage. (a) With lagoon depths of 1–2 m, (b) with lagoon depths 0.5 m or less, (c) when the lagoon floor is exposed at low tide. Stage 5: is sabkha formation; development occurs in two sub-stages. In the first the sabkha is immature and flooded during rain storms and spring tides (0.1 m above present sea-level). Later the sabkha is only flooded after rainstorms, when it reaches an elevation of about 1 m or more above present sea-level. Stage 6: in sabkha development is the coastal plain, which results when large sabkhas are linked together. 相似文献