Grade-tonnage and other models for diamond kimberlite pipes

Grade-tonnage and other quantitative models help give reasonable answers to questions about diamond kimberlite pipes. Diamond kimberlite pipes are those diamondiferous kimberlite pipes that either have been worked or are expected to be worked for diamonds. These models are not applicable to kimberlite dikes and sills or to lamproite pipes. Diamond kimberlite pipes contain a median 26 million metric tons (mt); the median diamond grade is 0.25 carat/metric ton (ct/mt). Deposit-specific models suggest that the median of the average diamond size is 0.07 ct and the median percentage of diamonds that are industrial quality is 67 percent. The percentage of diamonds that are industrial quality can be predicted from deposit grade using a regression model (log[industrial diamonds (percent)]=1.9+0.2 log[grade (ct/mt)]). The largest diamond in a diamond kimberlite pipe can be predicted from deposit tonnage using a regression model (log[largest diamond (ct)]=–1.5+0.54 log[size (mt]). The median outcrop area of diamond pipes is 12 hectares (ha). Because the pipes have similar forms, the tonnage of the deposits can be predicted by the outcrop area (log[size (mt)]=6.5+1.0 log[outcrop area (ha)]). Once a kimberlite pipe is identified, the probability is approximately .005 that it can be worked for diamonds. If a newly discovered pipe is a member of a cluster that contains a known diamond kimberlite pipe, the probability that the new discovery can be mined for diamonds is 56 times that for a newly discovered kimberlite pipe in a cluster without a diamond kimberlite pipe. About 30 percent of pipes with worked residual caps at the surface will be worked at depth. Based on the number of discovered deposits and the area of stable craton rocks thought to be well explored in South Africa, about 10^–5 diamond kimberlite pipes are present per square kilometer. If this density is applicable to the South American Precambrian Shield, more than 70 undiscovered kimberlite pipes are predicted to be present.     

Estimated Sand and Gravel Resources of the South Merrimack, Hillsborough County, New Hampshire, 7.5-Minute Quadrangle

A computer methodology is presented that allows natural aggregate producers, local governmental, and nongovernmental planners to define specific locations that may have sand and gravel deposits meeting user-specified minimum size, thickness, and geographic and geologic criteria, in areas where the surficial geology has been mapped. As an example, the surficial geologic map of the South Merrimack quadrangle was digitized and several digital geographic information system databases were downloaded from the internet and used to estimate the sand and gravel resources in the quadrangle. More than 41 percent of the South Merrimack quadrangle has been mapped as having sand and (or) gravel deposited by glacial meltwaters. These glaciofluvial areas are estimated to contain a total of 10 million m³ of material mapped as gravel, 60 million m³ of material mapped as mixed sand and gravel, and another 50 million m³ of material mapped as sand with minor silt. The mean thickness of these areas is about 1.95 meters. Twenty tracts were selected, each having individual areas of more than about 14 acres (5.67 hectares) of stratified glacial-meltwater sand and gravel deposits, at least 10-feet (3.0 m) of material above the watertable, and not sterilized by the proximity of buildings, roads, streams and other bodies of water, or railroads. The 20 tracts are estimated to contain between about 4 and 10 million short tons (st) of gravel and 20 and 30 million st of sand. The five most gravel-rich tracts contain about 71 to 82 percent of the gravel resources in all 20 tracts and about 54–56 percent of the sand. Using this methodology, and the above criteria, a group of four tracts, divided by narrow areas sterilized by a small stream and secondary roads, may have the highest potential in the quadrangle for sand and gravel resources.

A fluvial sediment budget for upper Wolumla Creek,south coast,New South Wales,Australia

Extensive valley fills have formed at the base of the escarpment in granitic catchments along the south coast of NSW. On the 1865 portion plan, the valley fill surface in the upper part of Wolumla Creek, in the Bega River catchment, was intact, but within a few decades of European settlement of the area the valley fill had been incised. Today the incised channel is up to 10 m deep and 100 m wide. The catchment drains an area of just 18.2 km². Based on detailed field mapping, with extensive drilling and angering, the volume of the intact valley fill in upper Wolumla Creek in 1865 was approximately 5000 × 10³ m³. Between 1865 and the present day, approximately 3500 × 10³ m³ of this material has been removed, leaving roughly 1500× 10³ m³ of material stored on the valley margins. During an initial period of discontinuous gullying, approximately 230 × 10³ m³ of sand accumulated as a floodout. Subsequently, the incised channel became continuous, cutting through the floodout; over 50 per cent of floodout deposits were removed. Flushing of the materials released from upland valley fills has been very efficient in the Wolumla Creek catchment, with a sediment delivery ratio of around 70 per cent. The efficient downstream transfer of deposits reflects bedrock confinement in downstream reaches. Extensive volumes of material have accumulated along the lower reaches of the catchment, exacerbating the transformation to the geomorphic character of the lower Bega River.     

Probabilistic Estimates of Number of Undiscovered Deposits and Their Total Tonnages in Permissive Tracts Using Deposit Densities

Empirical evidence indicates that processes affecting number and quantity of resources in geologic settings are very general across deposit types. Sizes of permissive tracts that geologically could contain the deposits are excellent predictors of numbers of deposits. In addition, total ore tonnage of mineral deposits of a particular type in a tract is proportional to the type’s median tonnage in a tract. Regressions using size of permissive tracts and median tonnage allow estimation of number of deposits and of total tonnage of mineralization. These powerful estimators, based on 10 different deposit types from 109 permissive worldwide control tracts, generalize across deposit types. Estimates of number of deposits and of total tonnage of mineral deposits are made by regressing permissive area, and mean (in logs) tons in deposits of the type, against number of deposits and total tonnage of deposits in the tract for the 50th percentile estimates. The regression equations (R ² = 0.91 and 0.95) can be used for all deposit types just by inserting logarithmic values of permissive area in square kilometers, and mean tons in deposits in millions of metric tons. The regression equations provide estimates at the 50th percentile, and other equations are provided for 90% confidence limits for lower estimates and 10% confidence limits for upper estimates of number of deposits and total tonnage. Equations for these percentile estimates along with expected value estimates are presented here along with comparisons with independent expert estimates. Also provided are the equations for correcting for the known well-explored deposits in a tract. These deposit-density models require internally consistent grade and tonnage models and delineations for arriving at unbiased estimates.     

Movement of a small slipfaceless dome dune in the Namib Sand Sea, Namibia

The migration of a small slipfaceless dome dune close to the northern edge of the Namib Sand Sea has been measured by topographic survey. The dune dimensions are 45-m wide and 1-m high with a volume of 551 m³ that has been calculated as the difference between the dune's surface elevation and an interdune surface extrapolated from measurements around the edge of the dune. The migration direction, 64°, and distance moved, 90 m, are measured against stakes set out in 1976. The dune has moved about 90 m between 1976 and 1999. This is an average linear migration rate of around 4 m year⁻¹, and is equivalent to an annual sand transport rate of about 1.2 tonnes m⁻¹ year⁻¹. The calculated total potential sand flow in this part of the Namib Desert is 119 tonnes m⁻¹ year⁻¹, and the resultant potential sand flow is 63 tonnes m⁻¹ year⁻¹. The dune migration is therefore about 1% of the total potential sandflow and 2% of the resultant indicating that dune migration is only a small part of total potential sand transport. The results suggest that small slipfaceless dome dunes are very inefficient at trapping sand, and that winds blowing across the interdune in this area are undersaturated with sand.     

Supraglacial Debris Supply in the Cuerpo de Hombre paleoglacier (Spanish Central System): Reconstruction and Interpretation of a Rock Avalanche Event

During the deglaciation stages of the last glacial period a rock avalanche took place on the glacier that occupied the upper sector of the Cuerpo de Hombre Valley (Sierra de Béjar). The material displaced during the avalanche fell onto the ice, was transported by the glacier and later deposited as supraglacial ablation till. The cause of the avalanche was the decompression of the valley slopes after they were freed from the glacier ice (stress relaxation). Reconstruction of the ice masses has been carried out to quantify the stress relaxation that produced the collapse. The rock avalanche took place on a lithologically homogeneous slope with a dense fracture network. The avalanche left a 0.4 ha scar on the slope with a volume of displaced material of 623 ± 15 × 10³ m³. The deposit is an accumulation of large, angular, heterometric boulders (1–100 m³ in volume) with a coarse pebble‐size matrix. The avalanche can be explained as a relaxation process. This implies rock decompression once the glacier retreat left the wall ice free (debuttressing). Calculations show that the avalanche took place where the decompression stresses were highest (130–170 kPa). In the Spanish Central System paleoglaciers the largest accumulation of morainic deposits occurred after the glacial maximum and the earliest stages of the ice retreat. The process described here is used as an example to formulate a hypothesis that the largest accumulations of tills were formed in relation to enhanced slope dynamics once some glacier retreat had occurred.     

不同沙源供给条件下砾石床面的风沙流结构与蚀积量变化风洞实验研究

通过对不同沙源供给条件下各种砾石床面的风沙流结构、床面风蚀及堆积沙量变化的风洞实验,结果表明,风沙流结构是判断戈壁风沙流饱和与不饱和的一个重要途径,不同的戈壁风沙流结构对床面输、阻沙特性具有不同的指示意义。近地表0～6 cm高度内的风沙流结构决定了床面的输、阻性质,而6 cm以上的风沙流结构反映了风力对沙物质的输送状况。沙源供给的丰富与否,决定了风沙流的饱和程度,以及风沙流在砾石床面产生的蚀积状况。同等风速条件下,饱和风沙流的输沙率是非饱和风沙流输沙率的2～8倍。在饱和风沙流情形下,床面过程总体以积沙为主,且随风力的增强,床面积沙量急剧增加。在不饱和风沙流情形下,砾石床面总体以风蚀和输送沙物质过程为主,风沙流结构在0～2 cm高度内反映出砾石床面具有明显的阻沙功能,在2～5 cm高度上出现最大输沙值。     

Clinoform architecture and along‐strike facies variability through an exhumed erosional to accretionary basin margin transition

Exhumed basin margin‐scale clinothems provide important archives for understanding process interactions and reconstructing the physiography of sedimentary basins. However, studies of coeval shelf through slope to basin‐floor deposits are rarely documented, mainly due to outcrop or subsurface dataset limitations. Unit G from the Laingsburg depocentre (Karoo Basin, South Africa) is a rare example of a complete basin margin scale clinothem (>60 km long, 200 m‐high), with >10 km of depositional strike control, which allows a quasi‐3D study of a preserved shelf‐slope‐basin floor transition over a ca. 1,200 km² area. Sand‐prone, wave‐influenced topset deposits close to the shelf‐edge rollover zone can be physically mapped down dip for ca. 10 km as they thicken and transition into heterolithic foreset/slope deposits. These deposits progressively fine and thin over tens of km farther down dip into sand‐starved bottomset/basin‐floor deposits. Only a few km along strike, the coeval foreset/slope deposits are bypass‐dominated with incisional features interpreted as minor slope conduits/gullies. The margin here is steeper, more channelized and records a stepped profile with evidence of sand‐filled intraslope topography, a preserved base‐of‐slope transition zone and sand‐rich bottomset/basin‐floor deposits. Unit G is interpreted as part of a composite depositional sequence that records a change in basin margin style from an underlying incised slope with large sand‐rich basin‐floor fans to an overlying accretion‐dominated shelf with limited sand supply to the slope and basin floor. The change in margin style is accompanied with decreased clinoform height/slope and increased shelf width. This is interpreted to reflect a transition in subsidence style from regional sag, driven by dynamic topography/inherited basement configuration, to early foreland basin flexural loading. Results of this study caution against reconstructing basin margin successions from partial datasets without accounting for temporal and spatial physiographic changes, with potential implications on predictive basin evolution models.     

Geological and morphological study of the Jiufengershan landslide triggered by the Chi-Chi Taiwan earthquake

The Jiufengershan rock and soil avalanche is one of the largest landslides triggered by the Chi-Chi earthquake Taiwan 1999. The landslide destabilized the western limb of the Taanshan syncline along a weak stratigraphic layer. It involved a flatiron remnant, which was almost entirely mobilized during the earthquake. The avalanche was slowed down by NS trending ridges located downstream along the Jiutsaihu creek. The landslide affected a 60 m thick and 1.5 km long sedimentary pile composed of shales and sandstones, which dip 22°SE toward a transverse valley. The triggering mechanism and the sliding process were analyzed by means of geological and morphological data from aerial photographs and observed in the field. A high-resolution airborne Light Detection and Ranging (LiDAR) image taken 2.5 years after the landslide allows the identification of morphological structures along the sliding surface and the landslide accumulation. The sliding surface shows several deformation structures such as fault scarps and folds. These structures are interpreted in terms of basal shear stresses created during the avalanche. Three major joint sets were identified at the sliding surface. The isopach map of the landslide was calculated from the comparison between elevation models before and after the earthquake. The coseismic volume of mobilized material and landslide deposit data are 42 × 10⁶ m³ and 50 × 10⁶ m³, respectively. The geometry of the landslide accumulation in the field has an irregular star shape. The morphology of the deposit area shows a sequence of smooth reliefs and depressions that contrast with the neighboring ridges.     

毛乌素沙地光伏电站项目区风速流场及风蚀防治措施

针对毛乌素沙地光伏电站项目,观测项目区的风速、风速廓线及风速流场特征,探讨有效的风蚀防治措施及其合理布局。结果表明:(1)太阳能板的存在使项目区风速流场的空间分布发生了明显变化,显著增加了板间近地面出风口处的风速,降低了板间远地面进风口处的风速,太阳能板间呈现出明显的掏蚀区和堆积区。(2)与项目区外围相比,太阳能板使20 cm及200 cm高度的风速分别降低了44.06%及63.68%。项目区外围及太阳能板正中间风速随高度的增加均呈上升趋势,而且太阳能板间60 cm高度以下风速增加更明显,不利于地表沙土的固定。(3)项目区外围麦草方格沙障、砾石压盖及红泥覆盖均起到一定的固沙作用,其中,以砾石压盖措施的固沙效果最优。(4)太阳能板间,除麦草方格沙障外,其余各措施均能起到固沙作用,其中以掏蚀区+砾石/堆积区+红泥覆盖的组合措施的固沙效果最优。     

The PM10and PM2·5 dust generation potential of soils/sediments in the Southern Aral Sea Basin, Uzbekistan

The objective of this study was to assess the contribution of the major soil/sediment surfaces in the Southern Aral Sea Basin to the dust generation potential of this region. Eight crusts and soils/sediments from seven sites, representative of these surfaces, were sampled in the field and their major characteristics (particle size distribution, organic carbon content, carbonate content, salt content and composition) that are related to dust generation, were determined. The PM₁₀ and PM_2·5 dust generation potential of the materials was determined in the laboratory using the Lubbock Dust Generation, Analysis and Sampling System (LDGASS). The highest amount of PM₁₀ dust (579·3 mg.m⁻³) was generated from the Takyr crust material. The lowest by one Solonchak salt crust material (39·6 mg.m⁻³). Salt crusts from the desiccated Aral Sea bottom generated intermediate amounts of dust.The experimental results indicate that the Takyrs and Takyr-like soils, that occupy over 1 million ha in the Southern Aral Sea Basin, constitute the surfaces with the highest potential for being the source for the severe dust storms of the area. Second to the Takyr soils, the Solonchaks and Solonchak-like soils, also with an extent of over 1 million ha, contribute highly saline dust. To these must be added a large, as yet uncharted, proportion of the approximately 4 million ha of exposed sea bed, that exhibit Solonchak-like characteristics.     

Straight from the source's mouth: Controls on field-constrained sediment export across the entire active Corinth Rift,central Greece

The volume and grain-size of sediment supplied from catchments fundamentally control basin stratigraphy. Despite their importance, few studies have constrained sediment budgets and grain-size exported into an active rift at the basin scale. Here, we used the Corinth Rift as a natural laboratory to quantify the controls on sediment export within an active rift. In the field, we measured the hydraulic geometries, surface grain-sizes of channel bars and full-weighted grain-size distributions of river sediment at the mouths of 47 catchments draining the rift (constituting 83% of the areal extent). Results show that the sediment grain-size increases westward along the southern coast of the Gulf of Corinth, with the coarse-fraction grain-sizes (84^th percentile of weighted grain-size distribution) ranging from approximately 19 to 91 mm. We find that the median and coarse-fraction of the sieved grain-size distribution are primarily controlled by bedrock lithology, with late Quaternary uplift rates exerting a secondary control. Our results indicate that grain-size export is primarily controlled by the input grain-size within the catchment and subsequent abrasion during fluvial transport, both quantities that are sensitive to catchment lithology. We also demonstrate that the median and coarse-fraction of the grain-size distribution are predominantly transported in bedload; however, typical sand-grade particles are transported as suspended load at bankfull conditions, suggesting disparate source-to-sink transit timescales for sand and gravel. Finally, we derive both a full Holocene sediment budget and a grain-size-specific bedload discharged into the Gulf of Corinth using the grain-size measurements and previously published estimates of sediment fluxes and volumes. Results show that the bedload sediment budget is primarily comprised (~79%) of pebble to cobble grade (0.475–16 cm). Our results suggest that the grain-size of sediment export at the rift scale is particularly sensitive to catchment lithology and fluvial mophodynamics, which complicates our ability to make direct inferences of tectonic and palaeoenvironmental forcing from local stratigraphic characteristics.     

几种典型戈壁床面风沙流特性比较

通过不同材料覆盖的戈壁床面风沙流特性风洞模拟实验,发现对于棱角状砾石戈壁床面,地表动力学粗糙度随风速的增加而增加;而卵石床面,地表动力学粗糙度随风速的增加呈减小趋势。戈壁床面风速随高度的分布同样满足对数规律,棱角状砾石床面对风速的减弱程度相对于卵石床面更趋于显著。沙粒与戈壁床面棱角状砾石发生碰撞时其起跳高度增大,引起含沙量随高度分布不再满足流沙地表的指数衰减规律,而呈“象鼻效应”,出现拐点。戈壁地表输沙率与风速服从幂函数关系,但其幂指数远大于流沙地表。输沙率与风速之间幂函数关系中幂指数的取值主要受控于地表粒度组成。     

试论戈壁面及指相意义

戈壁是荒漠景观的基本类型之一。从沉积相和沉积环境的角度出发，将戈壁定义为干旱大气与砾石堆积体和裸露基岩表面相互作用的界面，由这个面覆盖的区域称作戈壁。在干旱大气环境下，砾石堆积体或基岩表面经历了机械风化作用、盐分风化和盐分微地貌作用、风力作用及荒漠漆发育等外力作用，使其与其它地区的砾石堆积体或基岩表面出现本质的不同。戈壁面特有的地质、地貌特征指示了干旱气候的存在，其中记录的有效信息可为研究干旱区气候、环境变化及新构造运动提供新的途径。     

Mapping stand volumes of Pinus halepensis Mill in a semi-arid region using satellite imagery of the Sénalba Chergui forest in north-central Algeria

We developed an approach using remote sensing and modeling, applicable to Algerian forest inventory, for estimating the volume of timber in Aleppo pine stands. We used ordinary linear regression (OLR) and reduced major axis (RMA) regression to assess an operational model to map stand volume from satellite images. Our analysis was supported by measurements from 151 sample plots and spectral values from remote sensing imagery. Fifteen candidate models were tested through the Akaike Information Criterion to assess their predictive power. For the 2009 Landsat TM image, we found that the best models for both regression methods used the NDVI as the independent variable. The RMSEs were 20.3% (16.10 m³ ha⁻¹) and 22.5% (17.83 m³ ha⁻¹), respectively, for OLR and RMA. We chose the RMA regression models because they had realistic standard deviation values for the estimated volumes, and they gave lower RMSEs in volume classes over 40 m³ ha⁻¹. Our method gave similar results for two other images, which demonstrated that our approach was robust when applied to data from a different year (2006 Landsat TM), but from the same sensor, and also to data from a different sensor (2005 Alsat-1).     

莫高窟窟顶戈壁防护带阻截和输导功能研究

多风信条件下, 沙砾质戈壁与鸣沙山进行着往复式的能量交换及物质运动。部分沙物质在砾石的保护下, 形成阻沙。部分沙物质在跃移沙粒的激化下形成戈壁风沙流并对洞窟产生危害。戈壁风沙流是造成沙砾质戈壁从稳定向不稳定状态演化的主要动力因素; 而上风向沙源的供给状况又是决定砾石床面阻沙和导沙的主要因素。基于此, 戈壁防护带应首先控制来自鸣沙山的沙源, 采取以阻断或减少外来沙源, 通过固定和覆盖沙砾质戈壁地表以及增加下垫面粗糙度等, 来造成一种既利于沙子堆积的条件, 又能促进形成天然戈壁输沙场, 从而为偏东风反向搬运创造一个适宜场。因此, 如何因势利导, 使窟顶流场与风沙地貌达到一种动力平衡, 是莫高窟综合防护体系成功与否的关键之一。这与以往单风向或双风向条件下所探讨的防护体系效应有着本质的区别。     

Groundwater Balance and Safe Yield of the coastal aquifer system in NEastern Korinthia, Greece

The northern coastal part of Korinthia prefecture can be characterized as an agrotourism center that has grown and urbanized rapidly. The area is formed of recent unconsolidated material consisting of sands, pebbles, breccias and fine clay to silty sand deposits. These deposits host the main aquifer system of the area, which depends on groundwater as a water resource. Groundwater is the main source for irrigation in the area. A total water volume of 29.2×10⁶–34.3×10⁶ m³ yr⁻¹ was estimated to recharge the aquifer system from direct infiltration of rainfall, streambed infiltration, irrigation return, artificial recharge via flood irrigation and lateral subsurface inflows. The present annual abstraction ranges between 39.2×10⁶ and 44.6×10⁶ m³ yr⁻¹. Groundwater abstraction in dry years exceeds renewable freshwater resources by more than 38%. Approximately 79% of the total abstraction is consumed for agriculture supply. Water balance in the coastal aquifer system is in disequilibrium; a deficit, which ranges from 4.9×10⁶ to 15.4×10⁶ m³ yr⁻¹ exists. The safe yield of the coastal aquifer system has been estimated at 37.1×10⁶ m³ yr⁻¹ for normal hydrological year and 32×10⁶ m³ yr⁻¹ for severely dry hydrological year. The total abstraction is greater than the recharge and the safe yield of the aquifer. The aquifer system has shown signs of depletion, seawater intrusion and quality contamination. The integrated water resources management, securing water in the future, should include measures that augment groundwater budget in the coastal aquifer of the study area.     

中国北方农牧交错带鄂尔多斯高原段土壤表层粒度特征

土壤粒度是描述土壤性质的重要参数,研究农牧交错带土壤表层粒度对土壤质量和沙化程度评价具有科学意义。对不同沉积物类型及土地利用方式土壤表层(0~5 cm深度)粒度进行分析。结果表明:(1)沙黄土、覆沙黄土残积物、风化残积物中粉粒最多,其次为极细砂和细砂,这3个粒级含量之和表现为沙黄土(96.51%)>覆沙黄土残积物(88.29%)>风化残积物(77.58%);风成沙土壤表层以细砂(53.85%)和中砂(26.13%)为主。(2)平均粒径由小到大依次为沙黄土(4.78Φ)、覆沙黄土残积物(4.62Φ)、风化残积物(3.80Φ)、风成沙(2.46Φ);分选性由差到好依次为风化残积物、覆沙黄土残积物、沙黄土、风成沙;偏度呈现为正偏或极正偏;峰值表明风成沙(2.30)粒径分布最为集中。(3)同一地表沉积物中,砾石和极粗砂等粗颗粒在农田较多,粉粒在草地较多,极细砂在林地较多;风成沙中,粉粒在固定沙丘略多,细砂在半固定沙丘较多,砾石、极粗砂等粗颗粒仅在流动沙丘地中分布。(4)土壤颗粒分形维数表现为沙黄土(2.5242)>覆沙黄土残积物(2.4373)>风化残积物(2.3554)>风成沙(2.2815);地表沉积物类型不同,表层土壤分形维数与粒级含量相关性有着明显差异。     

Streamflow regulation and multi-level flood plain formation: channel narrowing on the aggrading Green River in the eastern Uinta Mountains, Colorado and Utah

The style and degree of channel narrowing in aggrading reaches downstream from large dams is dependent upon the dominant geomorphic processes of the affected river, the magnitude of streamflow regulation, and the post-dam sediment transport regime. We measured different magnitudes of channel adjustment on the Green River downstream from Flaming Gorge Dam, UT, USA, that are related to these three factors. Bankfull channel width decreased by an average of about 20% in the study area. In reaches with abundant debris fans and eddy deposited sand bars, the amount of channel narrowing was proportional to the decrease in specific stream power. The fan–eddy-dominated reach with the greatest decrease in stream power narrowed by 22% while the reach with the least decrease in stream power narrowed by 11%. In reaches with the same magnitude of peak flow reduction, meandering reaches narrowed by 15% to 22% and fan–eddy-dominated reaches narrowed by 11% to 12%. Specific stream power was not significantly affected by flow regulation in the meandering reaches.In the diverse array of reach characteristics and deposit types found in the study area, all pre- and post-dam deposits are part of a suite of topographic surfaces that includes a terrace that was inundated by rare pre-dam floods, an intermediate bench that was inundated by rare post-dam floods, and a post-dam floodplain that was inundated by the post-dam mean annual flood. Analysis of historical photographs and tree-ring dating of Tamarix sp. shows that the intermediate bench and post-dam floodplain are post-dam landforms in each reach type. Although these two surfaces occur at different levels, they are forming simultaneously during flows of different magnitude. And while the relative elevation and sedimentologic characteristics of the deposits differ between meandering reaches and reaches with abundant debris fans and eddies, both reach types contain deposits at all of these topographic levels.The process of channel narrowing varied between fan–eddy-dominated and meandering reaches. In the meandering reaches, where stream power has not changed, narrowing was accomplished by essentially the same depositional processes that operated prior to regulation. In fan–eddy-dominated reaches, where significant reductions in stream power have occurred, channel narrowing has been accompanied by a change in dominant depositional processes. Mid-channel sand deposits are aggrading on deposits that, in the pre-dam era, were active gravel bars. These deposits are creating new islands and decreasing the presence of open-framework gravel bars. In eddies, bare sand bars are replaced with vegetated bars that have a simpler topography than the pre-dam deposits.     

Management of mangrove exploitation in Indonesia

In Indonesia mangrove vegetation covers an area of about 3.8 million hectares. The export value of charcoal, logs. woodchips and other mangrove products was US$4.1 million in 1978. Until 1970 the allocation of mangrove resources was handled by provincial authorities. Since 1970 concessions for areas greater than 100 ha have been controlled by the central government. The sites under central government concession cover an area of 455 000 ha. This area is divided between 13 major concessions permitting a total maximum annual allowable cut of 599 200m³.In areas under concession, regulation requires that a system of selective cutting combined with seed-tree-based natural regeneration should be applied. A clear-cutting system has been recommended to increase log production. Preliminary studies in different regions show considerable differences in the regeneration process. In Kalimantan it has been shown that. following clear-cutting in alternative strips, regeneration consisted primarily of Rhizophora whilst that of Bruguiera was minimal. Preliminary observations in Sulawesi have shown that no mangrove of commercial value has regenerated. Instead a succession of undergrowth comprising Acanthus ilicifolius and Acrostichum aureum has appeared.The Directorate General of Fisheries of the Indonesian government has recently recommended the establishment of a 400 m-wide ‘green belt’ of mangrove along all shores where mangrove should normally be found and where conditions are still favourable for mangrove growth. The Directorate General of Forestry is also seeking to re-establish former mangrove areas for production forest. Conflicts have arisen in the implementation of these policies, particularly in locations occupied by brackish water fishponds. A compromise in the form of mangrove cum fish culture was introduced. However, the success of this type of culture is questionable.