Hydrological Controls on Salinity Exposure and the Effects on Plants in Lowland Polders
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Downloaded 10/02/21 08:25 AM UTC
15 NOVEMBER 2006 A R O R A A N D B O E R 5875 The Temporal Variability of Soil Moisture and Surface Hydrological Quantities in a Climate Model VIVEK K. ARORA AND GEORGE J. BOER Canadian Centre for Climate Modelling and Analysis, Meteorological Service of Canada, University of Victoria, Victoria, British Columbia, Canada (Manuscript received 4 October 2005, in final form 8 February 2006) ABSTRACT The variance budget of land surface hydrological quantities is analyzed in the second Atmospheric Model Intercomparison Project (AMIP2) simulation made with the Canadian Centre for Climate Modelling and Analysis (CCCma) third-generation general circulation model (AGCM3). The land surface parameteriza- tion in this model is the comparatively sophisticated Canadian Land Surface Scheme (CLASS). Second- order statistics, namely variances and covariances, are evaluated, and simulated variances are compared with observationally based estimates. The soil moisture variance is related to second-order statistics of surface hydrological quantities. The persistence time scale of soil moisture anomalies is also evaluated. Model values of precipitation and evapotranspiration variability compare reasonably well with observa- tionally based and reanalysis estimates. Soil moisture variability is compared with that simulated by the Variable Infiltration Capacity-2 Layer (VIC-2L) hydrological model driven with observed meteorological data. An equation is developed linking the variances and covariances of precipitation, evapotranspiration, and runoff to soil moisture variance via a transfer function. The transfer function is connected to soil moisture persistence in terms of lagged autocorrelation. Soil moisture persistence time scales are shorter in the Tropics and longer at high latitudes as is consistent with the relationship between soil moisture persis- tence and the latitudinal structure of potential evaporation found in earlier studies. -
Why Do We Have So Many Different Hydrological Models?
Why do we have so many different hydrological models? A review based on the case of Switzerland Pascal Horton*1, Bettina Schaefli1, and Martina Kauzlaric1 1Institute of Geography & Oeschger Centre for Climate Change Research, University of Bern, Bern, Switzerland ([email protected]) This is a preprint of a manuscript submitted to WIREs Water. 1 Abstract Hydrology plays a central role in applied as well as fundamental environmental sciences, but it is well known to suffer from an overwhelming diversity of models, in particular to simulate streamflow. Based on Switzerland's example, we discuss here in detail how such diversity did arise even at the scale of such a small country. The case study's relevance stems from the fact that Switzerland shows a relatively high density of academic and research institutes active in the field of hydrology, which led to an evolution of hydrological models that stands exemplarily for the diversification that arose at a larger scale. Our analysis summarizes the main driving forces behind this evolution, discusses drawbacks and advantages of model diversity and depicts possible future evolutions. Although convenience seems to be the main driver so far, we see potential change in the future with the advent of facilitated collaboration through open sourcing and code sharing platforms. We anticipate that this review, in particular, helps researchers from other fields to understand better why hydrologists have so many different models. 1 Introduction Hydrological models are essential tools for hydrologists, be it for operational flood forecasting, water resource management or the assessment of land use and climate change impacts. -
Hydrological Induced Earth Rotation Variations from Stand-Alone and Dynamically Coupled Simulations
HYDROLOGICAL INDUCED EARTH ROTATION VARIATIONS FROM STAND-ALONE AND DYNAMICALLY COUPLED SIMULATIONS R. DILL, M. THOMAS, C. WALTER Helmholtz Centre Potsdam, GFZ German Research Centre for Geosciences Telegrafenberg, D-14473 Potsdam e-mail: [email protected] ABSTRACT. The impact of continental water mass redistributions on Earth rotation is deduced from stand-alone runs with the Hydrological Discharge Model (HDM) forced by ERA40 re-analyses as well as by the unconstrained atmospheric climate model ECHAM5. The HDM is attached in three different approaches to the atmospheric forcing models. First, ECHAM5 and its embedded land surface model generates directly runoff and drainage appropriate for the subsequent processing with HDM, like it is re- alized in the dynamically coupled model system ECOCTH, too. Second, an intermediate Simplified Land Surface scheme (SLS) is used to separate ERA40 precipitation into runoff, drainage, and evaporation. Third, precipitation and evaporation are used as input for the Land Surface Discharge Model (LSDM), which estimates runoff and drainage internally for its HDM-like discharge scheme. The individual models are validated by observed river discharges. The induced rotational variations represent mainly the dif- ferent forcing from precipitation-evaporation and trends from inconsistent mass fluxes. The dynamical coupling of atmosphere and ocean has only a subordinated influence. 1. HYDROLOGICAL MODEL APPROACHES Water mass redistributions within the global hydrological cycle affect the Earth’s rotation and its gravity field, especially on seasonal to interannual timescales. Since Earth rotation variations and partic- ularly Length-of-Day are sensitive for deficiencies in the global water balance, consistent mass exchanges among the atmosphere, oceans and continental hydrology are mandatory for realistic simulations of hy- drospheric induced global integral Earth parameters. -
Basic Elements of Ground-Water Hydrology with Reference to Conditions in North Carolina by Ralph C Heath
UNITED STATES DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVEY Basic Elements of Ground-Water Hydrology With Reference to Conditions in North Carolina By Ralph C Heath U.S. Geological Survey Water-Resources Investigations Open-File Report 80-44 Prepared in cooperation with the North Carolina Department of Natural^ Resources and Community Development Raleigh, North Carolina 1980 United States Department of the Interior CECIL D. ANDRUS, Secretary GEOLOGICAL SURVEY H. W. Menard, Director For Additional Information Write to: Copies of this report may be purchased from: GEOLOGICAL SURVEY U.S. GEOLOGICAL SURVEY Open-File Services Section Post Office Box 2857 Branch of Distribution Box 25425, Federal Center Raleigh, North Carolina 27602 Denver, Colorado 80225 Preface Ground water is one of North Carolina's This report was prepared as an aid to most valuable natural resources. It is the developing a better understanding of the primary source-of water supplies in rural areas ground-water resources of the State. It and is also widely used by industries and consists of 46 essays grouped into five parts. municipalities, especially in the Coastal Plain. The topics covered by these essays range from However, its use is not increasing in proportion the most basic aspects of ground-water to the growth of the State's population and hydrology to the identification and correction economy. Instead, the present emphasis in of problems that affect the operation of supply water-supply development is on large regional wells. The essays were designed both for self systems based on reservoirs on large streams. study and for use in workshops on ground- The value of ground water as a resource not water hydrology and on the development and only depends on its widespread occurrence operation of ground-water supplies. -
Characterization of Groundwater Flow for Near Surface Disposal Facilities Iaea, Vienna, 2001 Iaea-Tecdoc-1199 Issn 1011–4289
IAEA-TECDOC-1199 Characterization of groundwater flow for near surface disposal facilities February 2001 The originating Section of this publication in the IAEA was: Waste Technology Section International Atomic Energy Agency Wagramer Strasse 5 P.O. Box 100 A-1400 Vienna, Austria CHARACTERIZATION OF GROUNDWATER FLOW FOR NEAR SURFACE DISPOSAL FACILITIES IAEA, VIENNA, 2001 IAEA-TECDOC-1199 ISSN 1011–4289 © IAEA, 2001 Printed by the IAEA in Austria February 2001 FOREWORD The objective of adioactive waste disposal is to provide long term isolation of waste to protect humans and the environment while not imposing any undue burden on future generations. To meet this objective, establishment of a disposal system takes into account the characteristics of the waste and site concerned. In practice, low and intermediate level radioactive waste (LILW) with limited amounts of long lived radionuclides is disposed of at near surface disposal facilities for which disposal units are constructed above or below the ground surface up to several tens of meters in depth. Extensive experience in near surface disposal has been gained in Member States where a large number of such facilities have been constructed. The experience needs to be shared effectively by Member States which have limited resources for developing and/or operating near surface repositories. A set of technical reports is being prepared by the IAEA to provide Member States, especially developing countries, with technical guidance and current information on how to achieve the objective of near surface disposal through siting, design, operation, closure and post-closure controls. These publications are intended to address specific technical issues, which are important for the aforementioned disposal activities, such as waste package inspection and verification, monitoring, and long-term maintenance of records. -
Development of Rainfall-Runoff Model Using Tank Model: Problems and Challenges in Province of Aceh, Indonesia
Aceh International Journal of Science and Technology, 2 (1): 26-36 April 2013 ISSN: 2088-9860 REVIEW Development of Rainfall-runoff Model Using Tank Model: Problems and Challenges in Province of Aceh, Indonesia Hairul Basri Faculty of Agriculture, Syiah Kuala University, Banda Aceh 23111, Indonesia Corresponding author: Email: [email protected] Abtstract - Rainfall-runoff model using tank model founded by Sugawara has been widely used in Asia. Many researchers use the tank model to predict water availability and flooding in a watershed. This paper describes the concept of rainfall-runoff model using tank model, discuss the problems and challenges in using of the model, especially in Province of Aceh, Indonesia and how to improve the outcome of simulation of tank model. Many factors affect the rainfall-runoff phenomena of a wide range of watershed include: soil types, land use types, rainfall, morphometry, geology and geomorphology, caused the tank model usefull only for concerning watershed. It is necessary to adjust some parameters of tank model for other watershed by recalibrating the parameters of the model. Rainfall runoff model using the tank model for a watershed scale is more reasonable focused on each sub-watershed by considering soil types, land use types and rainfall of the concerning watershed. Land use data can be enhanced by using landsat imagery or aerial photographs to support the validation the existing of land use type. Long term of observed discharges and rainfall data should be increased by set up the AWLR (Automatic Water Level Recorder) and rainfall stations for each of sub-watersheds. The reasonable tank model can be resulted not only by calibrating the parameters, but also by considering the observed and simulated infiltration for each soil and land use types of the concerning watershed. -
1.72, Groundwater Hydrology Prof. Charles Harvey Lecture Packet #1: Course Introduction, Water Balance Equation
1.72, Groundwater Hydrology Prof. Charles Harvey Lecture Packet #1: Course Introduction, Water Balance Equation Where does water come from? It cycles. The total supply doesn’t change much. 39 Moisture over 100 land Precipitation on land 385 Precipitation on ocean 61 424 Evaporation Evaporation from from the land the ocean Surface runoff Infiltration Evapotranspiration and evaporation Groundwater 38 surface recharge discharge Groundwater flow 1 Groundwater discharge Low permeability strata Hydrologic cycle with yearly flow volumes based on annual surface precipitation on earth, ~119,000 km3/year. 3000 BC – Ecclesiastes 1:7 (Solomon) “All the rivers run into the sea; yet the sea is not full; unto the place from whence the rivers come, thither they return again.” Greek Philosophers (Plato, Aristotle) embraced the concept, but mechanisms were not understood. 17th Century – Pierre Perrault showed that rainfall was sufficient to explain flow of the Seine. 1.72, Groundwater Hydrology Lecture Packet 1 Prof. Charles Harvey Page 1 of 15 The earth’s energy (radiation) cycle Solar (shortwave) radiation Terrestrial (long-wave) radiation Reflected Outgoing Space Incoming 99.998 6 18 6 4 39 27 Backscattering by air Net radiant emission by greenhouse Reflection gases by clouds Net radiant Atmosphere emission by 11 Net clouds 4 absorption by Absorption greenhouse by clouds gasses & 20 clouds Absorption by Reflection atmosphere Net radiant Net by surface Net latent emission by sensible heat flux surface heat flux 46 15 7 24 Ocean and Absorption by Land surface Heating of surface 46 0.002 Circulation redistributes energy /yr) 2 20 0 cal cm 1 -20 -60 4.0 3.0 Total Flux Net radiation flux (10 flux Net radiation 2.0 Latent 1.0 Heat cal/yr) 22 0 Ocean -1.0 Currents Sensible Heat -2.0 Energy Transfer (10 Energy Transfer -3.0 -4.0 900 N 600 300 00 300 600 900 S Latitude 1.72, Groundwater Hydrology Lecture Packet 1 Prof. -
A Study on Water and Salt Transport, and Balance Analysis in Sand Dune–Wasteland–Lake Systems of Hetao Oases, Upper Reaches of the Yellow River Basin
water Article A Study on Water and Salt Transport, and Balance Analysis in Sand Dune–Wasteland–Lake Systems of Hetao Oases, Upper Reaches of the Yellow River Basin Guoshuai Wang 1,2, Haibin Shi 1,2,*, Xianyue Li 1,2, Jianwen Yan 1,2, Qingfeng Miao 1,2, Zhen Li 1,2 and Takeo Akae 3 1 College of Water Conservancy and Civil Engineering, Inner Mongolia Agricultural University, Hohhot 010018, China; [email protected] (G.W.); [email protected] (X.L.); [email protected] (J.Y.); [email protected] (Q.M.); [email protected] (Z.L.) 2 High Efficiency Water-saving Technology and Equipment and Soil Water Environment Engineering Research Center of Inner Mongolia Autonomous Region, Hohhot 010018, China 3 Faculty of Environmental Science and Technology, Okayama University, Okayama 700-8530, Japan; [email protected] * Correspondence: [email protected]; Tel.: +86-13500613853 or +86-04714300177 Received: 1 November 2020; Accepted: 4 December 2020; Published: 9 December 2020 Abstract: Desert oases are important parts of maintaining ecohydrology. However, irrigation water diverted from the Yellow River carries a large amount of salt into the desert oases in the Hetao plain. It is of the utmost importance to determine the characteristics of water and salt transport. Research was carried out in the Hetao plain of Inner Mongolia. Three methods, i.e., water-table fluctuation (WTF), soil hydrodynamics, and solute dynamics, were combined to build a water and salt balance model to reveal the relationship of water and salt transport in sand dune–wasteland–lake systems. Results showed that groundwater level had a typical seasonal-fluctuation pattern, and the groundwater transport direction in the sand dune–wasteland–lake system changed during different periods. -
The Exact Groundwater Divide on Water Table Between Two Rivers: a Fundamental Model Investigation
Article The Exact Groundwater Divide on Water Table between Two Rivers: A Fundamental Model Investigation Peng-Fei Han, Xu-Sheng Wang *, Li Wan, Xiao-Wei Jiang and Fu-Sheng Hu Ministry of Education Key Laboratory of Groundwater Circulation and Environmental Evolution, China University of Geosciences, Beijing 100083, China; [email protected] (P.-F.H.); [email protected] (L.W.); [email protected] (X.-W.J.); [email protected] (F.-S.H.) * Correspondence: [email protected]; Tel.: +86-010-82322008 Received: 13 March 2019; Accepted: 1 April 2019; Published: 2 April 2019 Abstract: The groundwater divide within a plane has long been delineated as a water table ridge composed of the local top points of a water table. This definition has not been examined well for river basins. We developed a fundamental model of a two-dimensional unsaturated–saturated flow in a profile between two rivers. The exact groundwater divide can be identified from the boundary between two local flow systems and compared with the top of a water table. It is closer to the river of a higher water level than the top of a water table. The catchment area would be overestimated (up to ~50%) for a high river and underestimated (up to ~15%) for a low river by using the top of the water table. Furthermore, a pass-through flow from one river to another would be developed below two local flow systems when the groundwater divide is significantly close to a high river. Keywords: groundwater divide; water table; unsaturated–saturated flow; catchment area; pass- through flow 1. -
Saltmod Estimation of Root-Zone Salinity Varadarajan and Purandara
79 Original scientific paper Received: October 04, 2017 Accepted: December 14, 2017 DOI: 10.2478/rmzmag-2018-0008 SaltMod estimation of root-zone salinity Varadarajan and Purandara Application of SaltMod to estimate root-zone salinity in a command area Uporaba modela SaltMod za oceno slanosti koreninske cone na namakalnih površinah Varadarajan, N.*, Purandara, B.K. National Institute of Hydrology, Visvesvarayanagar, Belgaum 590019, Karnataka, India * [email protected] Abstract Povzetek Waterlogging and salinity are the common features - associated with many of the irrigation commands of - Poplavljanje in slanost tal sta običajna pojava v mno surface water projects. This study aims to estimate the vljanju slanosti v koreninski coni na levem in desnem gih namakalnih projektih. V študiji poročamo o ugota root zone salinity of the left and right bank canal com- mands of Ghataprabha irrigation command, Karnataka, - obrežju kanala namakalnega območja Ghataprabhaza India. The hydro-salinity model SaltMod was applied delom SaltMod so uporabili na izbranih kmetijskih v Karnataki, v Indiji. Postopek določanja slanosti z mo to selected agriculture plots at Gokak, Mudhol, Bili- parcelah v okrajih Gokak, Mudhol, Biligi in Bagalkot gi and Bagalkot taluks for the prediction of root-zone - salinity and leaching efficiency. The model simulated vodnjavanja tal. V raziskavi so modelirali slanost v tal- za oceno slanosti koreninske cone in učinkovitosti od the soil-profile salinity for 20 years with and without nem profilu v razdobju 20 let ob prisotnosti podpovr- subsurface drainage. The salinity level shows a decline šinskega odvodnjavanja in brez njega. Slanost upada with an increase of leaching efficiency. The leaching efficiency of 0.2 shows the best match with the actu- vzporedno z naraščanjem učinkovitosti odvodnjavanja. -
12(1)Download
Volume 12 No. 1 ISSN 0022–457X January-March 2013 Contents Land capability classification in relation to soil properties representing bio-sequences in foothills of North India 3 – V. K. Upadhayaya, R.D. Gupta and Sanjay Arora Innovative design and layout of Staggered Contour Trenches (SCTs) leads to higher survival of 10 plantation and reclamation of wastelands – R.R. Babu and Purnima Mishra Prioritization of sub-watersheds for erosion risk assessment - integrated approach of geomorphological 17 and rainfall erosivity indices – Rahul Kawle, S. Sudhishri and J. K. Singh Assessment of runoff potential in the National Capital Region of Delhi 23 – Manisha E Mane, S Chandra, B R Yadav, D K Singh, A Sarangi and R N Sahoo Soil information system for assessment and monitoring of crop insurance and economic compensation 31 to small and marginal farming communities – a conceptual framework – S.N. Das Rainfall trend analysis: A case study of Pune district in western Maharashtra region 35 – Jyoti P Patil, A. Sarangi, D. K. Singh, D. Chakraborty, M. S. Rao and S. Dahiya Assessment of underground water quality in Kathurah Block of Sonipat district in Haryana 44 – Pardeep, Ramesh Sharma, Sanjay Kumar, S.K. Sharma and B. Rath Levenberg - Marquardt algorithm based ANN approach to rainfall - runoff modelling 48 – Jitendra Sinha, R K Sahu, Avinash Agarwal, A. R. Senthil Kumar and B L Sinha Study of soil water dynamics under bioline and inline drip laterals using groundwater and wastewater 55 – Deepak Singh, Neelam Patel, T.B.S. Rajput, Lata and Cini Varghese Integrated use of organic manures and inorganic fertilizer on the productivity of wheat-soybean cropping 59 system in the vertisols of central India – U.K. -
Irrigation Influence on Catchment Hydrology Modelling with Advanced Hydroinformatic Tools
Research Journal of Agricultural Science, 48 (1), 2016 IRRIGATION INFLUENCE ON CATCHMENT HYDROLOGY MODELLING WITH ADVANCED HYDROINFORMATIC TOOLS Erika BEILICCI, R. BEILICCI Politechnica University Timisoara, Department of Hydrotechnical Engineering George Enescu str. 1/A, Timisoara, [email protected] Abstract: Agriculture is a significant user of water resources in Europe, accounting for around 30 per cent of total water use. Because water is essential to plant growth, irrigation is essentially to overcome deficiencies in rainfall for growing crops. Irrigation is a basic determinant of agriculture because its inadequacies are the most powerful constraints on the increase of agricultural production. Irrigation was recognized for its protective role of insurance against the vagaries of rainfall and drought. But the irrigation, besides the positive effects, has a significant environmental impact. The environmental impacts of irrigation are variable and not well-documented; some environmental impacts can be very severe. The main types of environmental impact arising from irrigation appear to be: water pollution from nutrients and pesticides; damage to habitats and aquifer exhaustion by abstraction of irrigation water; intensive forms of irrigated agriculture displacing formerly high value semi-natural ecosystems; gains to biodiversity and landscape from certain traditional or ‘leaky’ irrigation systems in some localized areas; increased erosion of cultivated soils on slopes; salinization, or contamination of water by minerals, of groundwater sources; both negative and positive effects of large scale water transfers, associated with irrigation projects. Minor irrigation schemes within a catchment will normally have negligible influence on the catchment hydrology, unless transfer of water over catchment boundaries is involved. Large irrigation schemes may significantly affect the runoff and the groundwater recharge through local increases in evapotranspiration and infiltration as well as through operational and field losses.