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Software such as SOLVEQ-XPT, RTest and GeoT.
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Hi I think WATCH program is sutable.
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Application of machine learning or other free AI tools in hydrogeochemistry
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Satya P. Singh Thank you sir
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Dears
I have some questions aboout Mineral Exploration using hydrogeochemistry, maybe..
How do you use physico-chemical parameters (Trace elements, TDS, pH, othes) of Surface and ground waters in Mineral Exploration?
What do you considerate when you use the statistical analysis of your data? Maybe, do you separate your data in different groups? What do you considerate to separate your data (lithology, location in the catchment area, parameters of contaminación, others)?
Thanks for your advices ando comments.
JC
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Dear Mr. Sarco:
You have to distinguish between two types of exploration.
Geochemical exploration means systematic sampling and analyses of inorganic and organic natural material to detect anomalous concentrations of elements derived from mineral deposits. The element concentrations are plotted on maps and contoured at different intervals to delineate anomalous areas
1. Geochemical anomalies may be due to primary processes when an ore deposit was emplaced under high T and P conditions
2. Geochemical anomalies may be due to secondary processes when an ore deposit is exposed by weathering and erosion and the constituent minerals and trace elements are dispersed and transported downstream
1. is impacted by surface- and groundwater having been derived from the supergene and hypogene zones and controlled by soil and litho-hydrochemistry
2. is impacted by surface water having been derived from the supergene zone only and controlled by soil hydrochemistry
Marker- or pathfinder elements in hydrochemistry are
• Au Ag, As, Cu, Pb, Sb, Zn
• Co As, Cu, Ni
• Pb-Zn Cd, Ba, Hg, F, As, Sb, Mo, V
• „Kieslager“ Se, Hg
• Cu Mo (porphyry-type), B (skarn-type, Co, Ni, As, Pb, Zn)
• Pegmatite Li, K/Rb
• Sulfide ore Ag, Bi, Sb, Hg
• U As, Mo, Se (red bed-type deposits)
HGD
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The packed bed column (H = 2m) is filled with alternate soil (coarse) and sand samples. I want to study the residence time of my target compound but before that I require a tracer to monitor the flow for calculating the HRT. What are the suitable tracers available that are cost effective as well as inert (should not interact and adsorb on soil and sand)?
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What can we use as a non-reactive tracer for soil ground water for monitoring different reactions like denitrification?
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Many open source programs exist in the field of geology with all its specializa (Water resources , hydrology , Hydrogeology, Geostatistics ,Quality water .......etc) that many people are unaware of.
What software do you want to suggest to us ?
Thanks
Reghais Azzeddine
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Here is a list of common software and free alternatives
Software list
Illustrator => Inkscape, Scribus
Photoshop => gimp
Matlab => Python, R, GNU Octave
Anaconda, R studio, Jupyter notebook, Spyder
ArcGIS Pro and ArcGIS Online => QGIS, GRASS, uDig , GEODA, FOSS4G, Leaflet
PowerPoint => Google slides, LibreOffice, FreeOffice
Microsoft Word => LaTex, Google docs, LibreOffice, FreeOffice
Excel => Google sheets, LibreOffice, FreeOffice
Microsoft OS, Mac OS (and older computers) => Linux (Ubuntu, many others)
Others
GitHub, Arduino, Raspberry pi, Audacity, BRL-CAD, freecad, Dia, PDFCreator, Blender, Cinelerra, Bluefish, KeePass, 7-Zip, Psiphon, Clonezilla, VLC, Quanta Plus, NixNote, Overleaf, TeXstudio
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Please, can you suggest a high graphical resolution software for creating hydrogeochemical graphs, especially for Gibb's diagrams?
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Much chemical process modelling and/or simulation work can be done with the widely-used Microsoft’s Excel.
Application example ― Simulations carried in Excel 5.0 with Visual Basic for Applications (VBA) macros ― The recursive least squares algorithm (RLS) allows for (real-time) dynamical application of least squares regression to time series. Years ago, while investigating adaptive control and energetic optimization of aerobic fermenters, I have applied the RLS algorithm with forgetting factor (RLS-FF) to estimate the parameters from the KLa correlation, used to predict the O2 gas-liquid mass-transfer, while giving increased weight to most recent data. Estimates were improved by imposing sinusoidal disturbance to air flow and agitation speed (manipulated variables). The power dissipated by agitation was accessed by a torque meter (pilot plant). The proposed (adaptive) control algorithm compared favourably with PID. Simulations assessed the effect of numerically generated white Gaussian noise (2-sigma truncated) and of first order delay. This investigation was reported at (MSc Thesis):
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Dear all!
i am highly interested in contributing "book chapter section" for hydrogeochemistry or groundwater quality studies, particularly around upper Blue Nile or the whole Nile Basin. Can anyone tell me if there are such calls available?
thanks in advance !!!
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Hi, This is Prof. Elumalai, South Africa.
I am editing a book in Springer. I would like to invite you to contribute a book chapter if you are interested to contribute. The book is anticipated to be published in Springer by end of this year.
If you are interested please send me your tentative title, authors list and authors affiliation.
Prof.Vetrimurugan Elumalai, Ph.D  Department of Hydrology  Private Bag x1001  University Of Zululand  Kwa-Dlangezwa, South Africa - 3886
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Dear hydrology researchers,
I am currently working on quantitative data by applying standard indexes and models to evaluate the potential health risk. So, in that regard, your suggestions will be helpful to calculate the "groundwater threshold values".
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Shakeel Ahmed Talpur i do agree with the links shared by
Neda Ravankhah
and she has almost covered from every aspect of the question and infact I came across three of them but however since she has already shared so am sure you must have got some idea
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I am currently working on my paper on hydrogeochemistry. I would like to ask for any reference material regarding the accepted charge balance error for groundwater chemistry (major ions). We conducted a groundwater study in 2019 and planning to publish a paper. However, I got confused about the Charge balance error. I have read that it should not be more than +-5%. These water samples were actually sent to the commercial laboratory available in our region. However, some of these data are more than 10% error. Out of 60 samples, 30 will be eliminated bcos of this. Can I consider samples with <10% error? Any available reference that I can use for this? Thank you so much! Your inputs will be of big help!
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+_5% is the standard acceptable limit for CBE error. but you should consider the personal errors and the undetermined dissolved ions that could be contained in your samples as some contaminants which could enlarge the CBE prrcentage.
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Hello,
Please, are you aware about any research that has used classical hydrologeochemical methods to delineate seawater intrusion in an area where halite dissolution is one of the most important processes affecting groundwater mineralization?
Based on the literature I read, generally we use some ions ratios such as Na and Cl, and generally researchers consider Cl to be conservative and originating from seawater intrusion. However, I guess this would not work, since chloride and sodium do not come only from seawater, but also from halite dissolution
Thank you in advance!
Sincerely,
Mohamed Ouarani
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Dear Nikos and dear Ahmed,
Thank you for your replies!
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Is there free software that you can recommend for this?
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I have found this excel to do a Piper diagram. Replace the datas with yours.
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I am using the chloro-alkaline indices, but I don’t know if it is the right way.
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Well,
Anthropogenic compounds can be dedicated from the PhreeqC software results.
Regards
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We have a hydrogeological setting of triassic layers, which are characterised by a ground water flow and mixing system. We tried to separate the sources of the groundwater flow and mixing system via hydrochemistry (ions), isotopes (deuterium, oxygen-18, tritium, carbon-14, strontium-isoptopes and sulphur isotopes), and still is not enough information to understand fully the hydrogeological regime. Which could be other approaches or tracers to separate the different aged components ?
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Well,
Regards
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I'm looking for good tips on high impact factor journals related to karst hydrogeology and its related topics, such as contamination, pumping tests, etc. Any good lists?
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Journal of Geological Society of India, Bangalore, India
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Hi all,
I'm gonna study the impacts of the rise of production wells numbers (for irrigation purpose), LU/LC changes on the groundwater in a flat area where  river branch, main canal and many irrigation and drainage canals run through. The main aquifer in this area is recharged from the surface water (i.e. river branch, main canals, and irrigation and drainage canals) and the infiltration of excess irrigation water. The aquifer is semi-confined to phreatic (leaky aquifer). In addition, it is highly conductive with hydraulic conductivity ranging from 80 to 100 m /day, that is because it consists mainly of sand and gravels with clay lenses. Unfortunately, there is no a systematic monitoring for the water level, water chemistry or actual management for this aquifer. There are too many research works in different ways (e.g. geologic, hydrogeology, hydrogeochemistry,..etc.) have been done. There is no actual estimation for recharge quantity, monitoring for the impact of the anthropogonic activities on this aquifer. I have studied some samples from  3 wells, 2 shallow wells (25 m deep and 2.5 inches diameter) and one deep (65 m deep and 8 inches diameter). One of the two shallows is hand pump tube well and located close to the urban area (in agricultural land) with peizometric level, 10.4 m  and nitrate concentration, 6 ppm. And the second shallow well is being pumping using pump machine and located in urban area, north east the first shallow well with approximately distance 1 km long, with peizometric level of 10.3 m and nitrate concentration, 100 ppm. The deep well (the third one) is located north the second shallow well with distance 1 km long, peizometric level is 10.3 m and nitrate concentration is 3 ppm, which located at agricultural land. The second shallow well and the deeper one are both located close to drain canal with its nitrate concentration not more than 40 ppm as literature's result . I believed that the highly pumping rate is the main factor that gives the high nitrate value for the second shallow well. I really need to study the large area with many urban areas surrounded by agricultural lands, and find out the pollutions anomalies. I will measure CFCs as indicator of the recent recharge, GMS model to simulate the nitrate transport and the future prediction of its concentration, main ions, N15  to find the source of the nitrate and total coliforms . I really interested to find a valuable solutions for such problem. So if some one interested to help me in such study or give me advises, ideas and recommendations to how can I study the nitrate pollution anomaly, estimate and quantify the groundwater recharge, and study the impacts of the high density of wells (for irrigation purpose) on the quality and quantity of the groundwater in this area, I will be greatly appreciate.
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I think that a NO3- / Cl- Vs Cl- binary graph can inform you about the probable origin of nitrates.
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If we assume that in the water (porewater) the 222Rn is coming only from the 226Ra in the sediment, how is the relation that can I use to calculate the quantity of 222Rn in water coming from the 226Ra in sediments?
I am sure that I can not simply assume that all the 226Ra in the measured sediments will become 222Rn in porewater, but I think there are many factors influencing the relation between them (maybe the salinity ? recoil effect?? )
Can you suggest me some papers or arguments for understand which formula use and which are the influencing parameters of this process?
Many thanks.
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Dear Mrs. Lettini
I would like to refer to my comments given in a similar thread launched by your question.
You have to deal with the U disequilibrium in the U-238 decay chain which is physically impacted in that the gaseous radon escapes along faults and porous media from its source which can be each mineral from high-grade uraninite ore to white mica or decomposed phosphate which contain U of up to 200 ppm U. Moreover there are variable chemical solubilities of each daughter product, e.g., radium which may be precipitated in sulfate-enriched environments, because of its extremely low solubility (Ra barite). There are different solubilities of the daughter products.Th-234 and Ra-226 are less soluble than the parent radionuclide U-238. It may cause a separation of these elements owing to differential leaching. There are also certain energy effects. Energy of decay process results in oxidation, e.g. U-234 from U-238 in uraninite may cause U 6+ which more soluble than tetravalent U. Based upon that any general advice in this case would be misleading. You must show the various environments under study which are interconnected with each other by aquifers or surface waters and last-but-not-least consider the migration of radon gas in the water and in the open pore space. The best way is to conduct a sampling along a transect or on a grid using alpha-cups or –pumps to get an idea of pathway of migration. I worked for 6 years in the U branch and we used Rn for exploration. There are some textbooks displaying case histories on the migration and trapping of Rn.
With kind regards
H.G.Dill
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I measured 222Rn in groundwater and I found more Radon near vulcanic sediments and/or near areas with intense agriculture. So I suppose that the sources of Radon are some lithologies (flux diffusive from sediments), or could be discharging water coming from pollutted areas or not (in groundwater the Radon is always more than in surface water -because is a gas-) etc. Can you suggest me other sources of Radon in groundwater?
Thank you.
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Please have a look at this useful RG link.
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Researchers in hydrogeology, hydrogeochemistry, environmental geology
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Dear Dr. Nwanosike
Bone char is a good option, there are several studies of groundwater fluorine removal using this material:
Best Regards.
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Multi-phase flows in subsurface media, how is it related to Reservoir Geochemistry?
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Well,
Derivation of the general law governing flow.
The velocity of the water is directly proportional to the hydraulic gradient. In other words,
V α dh / dl
V = -L1. dh / dl
The velocity of the water is directly proportional to the thermal gradient. In other words,
V α dT / d l
V = -L2. dT / dl
C. The velocity of the water is directly proportional to the chemical gradient, ie:
V α dC / d l
V = -L3. dC / dl
If each of these combined trends plays a role in the flow, it will follow the run-flow rule, which can be written as follows: V= -L1. dh / dl - L2.dT / dl -L3 dC / dl .
Where h is the hydraulic level, C is the chemical concentration, T is temperature, L2, L3, L1 is the proportion constants
Sincerely
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Is it straining ? what will happen when Dp/Dg < 0.008 ? 
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Well,
This is the bases of filtration and water purification.
Regards
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I'm looking for codes that can do this for saturated and/or unsaturated porous media. I expect there are a few that can handle the porosity changes easily, but predicting permeability changes seems much more complicated.
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Dear Spencer,
In this benchmark exercise you have 5 codes that can do so:
In this other benchmark you have a couple of codes more:
I hope this helps you
Best regards
Vanessa
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I wish to differentiate the contribution of evaporation and seawater intrusion in the groundwater salinity (coastal aquifer), arid/semi-arid region using groundwater quality data. I don't have isotope data. any good recommendation/suggestions?
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I used a tool to measure surface salt water intrusion into a wilderness area stream. It was a water quality sonde made by Insitu company. I programmed it to take readings at 15 minute intervals. It measured water level (which had to be adjusted for atmospheric pressure), salinity, conductivity, and a few others. This could be used in wells you are monitoring to record changes in salinity and water level with time. You could compare these to tidal records and evaporative demands calculated from temperature, relative humidity, soil moisture and if needed, plant water pressures. If aquifer is confined, evaporation may not be issue. Also water demand from pumping for irrigation or other uses can depress water table and be a reason to consider if there is salt water intrusion.
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Hydrogeochemistry
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Yes you can. You can download this free in the attachment
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Groundwater pollution by nutrients is one of the problems in the world. A lot of research have been done about the influence of nitrates on water quality, but understanding how the chemistry phosphate in groundwater is influenced by lithology is important.
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There is a wealth of research on analyzing reactive solute transport in the subsurface in the soil science and contaminant hydrogeology literature. One place to start would be to look through the papers listed on http://www.u.arizona.edu/~brusseau/journals.htm. I have attached a couple of examples using models available for free from https://www.pc-progress.com/en/Default.aspx?stanmod.
Best,
KC
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On the field, we measured pH and alkalinity. From these parameters, I back-calculated the concentration of dissolved CO2 in my samples. They vary between 12 and 23 mg/l (10-2 atm).
The lab also provides us with the concentrations of dissolved CO2 10 times higher than those calculated from field parameters (180-230 mg/l - 10-1 atm. I was expecting to have my samples degassed.
The samples come from a shallow semi-confined to confined Quaternary aquifer (depth of sampling between 25 and 60 m).
I cannot make any sense of it. Any thoughts would be greatly appreciated. Thanks
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Hi Alastair,
Thanks for the thoughts.
The first lab does not measure CO2 but calculates it somehow. Maybe they provide us with the sum of [HCO3] + [HCO3- ] + [CO32-]. Unfortunately, we have no clear answer from them.
I do not really agree with this conversion of 0.27 and 0.52 mmol/l to 270 ppm and 520 ppm and compared it with the CO2 atmospheric concentration. I think we need to consider the Henry constant. A solution at equilibrium with atmospheric CO2 (at 400 ppm) will have a dissolved CO2 concentration of about 0.013 mmol/l, which is much less than those calculated using alkalinity (either from field or lab) and pH (by myself or PHREEQC). It suggests that the samples did not equilibrate with atmospheric CO2.
When I initially asked this question, I thought the CO2 concentration was measured in the lab. As long as we do not get a clear answer from the lab, think we won't see through this. But I have little trust in their calculations.
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Hi everyone, my question is for GIS expert. I am working on hydrogeochemistry of Sikkim Himalayas. Therefore I am trying to prepare the interpolation map of this area. Due to undulating topography, the normal interpolation will not be physible. Can I introduce the elevation information into it? How to introduce the elevation information into the interpolation?
Please help.
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 Hi,
It depends on your goal, it can be a 4 dimensional question or just a 2 dimensional.
For 4 dimensional, you can use multidimensional function of degree n (it can be linear or non-linear) which from mathematical point of view; it is easy but from computer science point of view you can have a 3+1 dimension (you can not view 4D at the moment)!
As you are interested in relation between water quality based on elevation information.
1. You can consider a 2 dimensional matrices including your water quality values and elevation information.
2. Interpolation using any statistical or mathematical model shows relationship between your water quality values and elevation information.
You have f(x,y) where x is water quality values and y is elevation information.
Regards,
Ali
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A year ago, I collected brackish and saline groundwater samples and measured main ions. Unfortunately, calcium and potassium gave wrong measurments. After a year, I repeated the measurments in the same groundwater samples. Variations in anion concentrations (Cl and SO4) and cations (Mg) are practically negligible (Cl and SO4) but Na+ varied significantlly, with 3 times the concentrations mesured a year ago, particularly in those sample whose salinities are the lowest. The calibration curves of the IC and the standards are corrected. I must comment that samples have been maipulated several times. I would greatly appreciate any explanation. Thanks in advance.
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sample keeping for long time causes change in chemical composition of water due to chemical precipitation of utilization of some nutrients by microorganisms if exist in water sample for this reason it is necessary to add drops of toluene to water sample to prevent microbial growth.If analysis is accurate Sum of cations must be equal to sum of anions using (meq/L) unit.on the other hand the time of sampling and other factors affecting on the results but the sum of cations remains equal to sum of anions as mentioned before 
.Also personal ,instrumental and sampling error affects on the results.
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Hi, everyone.
I have a data matrix of 650 cases (sites of groundwater sampling) and 19 physicochemical variables. I'm trying to group the sites on the basis of their similarities and thereby being able to propose a monitoring network containing only the representative sites of each group. For what I've read in some articles, It would be good to perform a Cluster Analysis (CA) and a Principal Components Analysis (PCA), do you think so?
In the other hand, I've done the CA with the software Statistica, but I encounter the problem that I have so many cases (650) to interpret the dendogram and also the amalgamation matrix. So I could not group my data by this way.
Does anyone know how could I deal with the issue of the great number of cases to perform these multivariate analyzes? (articles, tutorials, software) 
Thank you very much.
Kind regards.
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So many things to consider before you even attempt to do that kind of analysis. I'm already making an assumption the data has been quality screened (a serious issue for large programs / data sets). What is the purpose of the monitoring  (are you looking for change or interested in actual quality for some particular use?), what data is most important for this purpose, are all the bores from the same aquifer / geological unit (this would be your first level of grouping - no need for stats), major ion balance (this is generally how hydrogeologists group waters - ie Trilinear / Piper or Stiff diagrams - Piper plots will show clusters again without need for much stats), is quality changing in some bores and thus they may be important to keep - even if they are not representative (a good paper on assessing change has recently been published by colleagues - attached). So just relying in stats to consolidate your bores is unlikely to be helpful. 
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To qualify the contribution of three end-members (seawater, groundwater and treated wastewater, whose concentrations are known) in the aquifer system, I used Cl and Br as tracers in a mass-balance equation.To confirm the end-members, I applied eigenanalysis (PCA) and the plot between the two tracers. From the plot, half of the samples fell within the mixing “envelope” defined by the end-members. The other half were forced based on some calculations.
Questions:
1. Is the mixing ratio of these two chemical species enough? I am aware it can be several end-members, but I have particular interest to estimate the fraction of these end-members. 
2. Shall I exclude the outliers?
Thank you in advance for your help
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Hi Christian
I recommend you read these articles:
Estimating groundwater mixing ratios and their uncertainties using a statistical multi parameter approach. Journal of Hydrology 305 (2005) 1–14
A methodology to compute mixing ratios with uncertain end-members. WATER RESOURCES RESEARCH, VOL. 40, W12101, doi:10.1029/2003WR002263, 2004
Mixing of groundwaters with uncertain end-members: case study in the Tepalcingo-Axochiapan aquifer, Mexico. Hydrogeology Journal (2012) 20: 605–613 
Regards
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The pH would not be a good indicator as the bog water first flows along a 5 km mineral bedded stream and becomes more alkaline (from pH ~3 to ~ 5-6) before point-infiltrating into the karst system.
The method should be affordable to be carried out on monthly basis for few to tens of samples in the framework of a low-budget phd project.
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Chromophoric dissolved organic carbon  relative to TOC is a low cost option when you need to correlate/quantify high concentration blackwater with highly diluted  karst aquifer concentrations.   The field unit is perfect for the range of blackwater concentrations.  Lab UV-VIS spectrophotometry would  likely be needed for the dilute aquifer samples. 
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My purpose is to adjust the pH of DI-water (after it gets acidic because of CO2-equilibrium) and then use it as a solvent for a salt solution. It is important that this solution's conductivity is mainly determined by the salt i solve into it and not by the buffer.
Any precious hints? (desired pH is around 7 at the time, but real goal is to be able to move it "freely" in the 5-to-9 range).
Thanks a lot in advance!
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I concur.   Peptides for example are actually all buffers.
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When it come to batch dissolution experiment (for water-rock interaction study), most authors have selected igneous rocks, sedimentary rocks and minerals formed under igneous conditions. Is there any special reason for that? Is there any article for the same experiment where metamorphic rocks were used?
Thank you
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There may be no specific reason why igneous rocks were used and metamorphic rocks were not used, and it may be that the application of the research was for an area with igneous rocks (without metamorphic rocks). I do not believe there are any specific water-rock interaction differences between igneous and metamorphic rocks. A metamorphic rock is a type of rock which has been changed by extreme heat and pressure. So, an igneous rock can become metamorphic by exposing it to heat and pressure. This heat and pressure typically dissolves and re-precipitates some of the minerals in the rock. So, there are some differences in types and chemistry of the minerals, and the morphology of the minerals may be different, which may impact dissolution. Hope that helps.
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 When I want to analysis the recharge rate  between groundwater and surface water, I found that the  river has a  very irregular stream bank,  how to calculate it ? 
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Dear Xihua,
See the attached data-set, I found that useful (not sure it match your query).
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I'm interested in knowing the main compostitional and chemical features (e.g. organic matter content, main oxides and heavy metals, etc) of the Quaternary sequences which host the GW resources in Po Plain sector
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Thanks Ana Maria for your helpful suggestions, I'll continue my search in that direction.
Cheers,
Arianna
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I want to apply univariate and bivariate spectral analysis in order to study the hydrogeological system (springs).
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Thanks Ernest O Nnadi and Amro Mohamed Elfeki for your advice. I will read the material carefully.
Gianpiero Amanzio
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I am looking at the availability of Principal Component Analysis for hydrogeochemical data sets displayed as time series and I would like to know your opinions .
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Dear Paul,
Thank you for your contribution. Let me know how to handle and calculate non-confounded PCA scores by a software. Could you add your opinion about the software suites.
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In the isotope hydrogeology the critical depth of soil is reached if the isotope variability in the recharge waters is below the analytical precision (2 sigma). Is there any fixed value assigned to the anylytical precision (e.g. 2 per mille or 0.5 per mille)?
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Thank you very much for your answers.
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My field is groundwater hydrogeochemisty. I know the protocol for ground water sampling. But I have doubt about Uranium analysis in groundwater samples. Is there any special (specified) protocol we want follow for U analysis in groundwater? 
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Dear Shanmuga, in county Saxony of Germany we have long term experience with groundwater sampling for uranium analysis. Each step is regulated in routines. Please detail in which step (pumping procedures, preparation of the sampling bottles, sample transport, chemical analysis ...) you are interested, and I will send them to you. The rwgulations are in German language, but I would translate the important parts. Best regards, Petra
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I would like to have opinions about the dominant geochemical factors that control NO3 mobility in the unsaturated zone (soil, subsoil and unsaturated bedrock). Relative literature refers only to anion adsorption in positively charged mineral surfaces (pH dependent) and/or reduction under anoxic saturated soil conditions with ample organic matter. Are there any other geochemical (and not biologically mediated) processes that control NO3 fate and transport within the vadose zone?
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The description of the dominant processes affecting nitrate mobility depends on scale.  On a soil column (laboratory) scale, the obvious processes are advection-diffusion-adsorption (in both saturated and unsaturated flow to some extent). In the unsaturated zone, concentrations of ions (including nitrate) are affected by differential mass transport of water in the liquid and vapour phase. Other factors not mentioned above include nitrification/de-nitrification processes, including bacterial effects associated with other biota (flora/fauna etc.). None of these may be relevant depending on your definition of "geochemical processes", and operative scale. 
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The oxygen and hydrogen isotope analysis and the value of DELTA O18 and delta H2 and other significant isotopes. Moreover comparison with other gulf countries.
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Dear Mohamed, perhaps it would pay you to visit the web-page of the International Atomic Energy Agency, for instance (please note Dr Elgattafi) there is an excellent Atlas of Isotope Hydrology (2010) for Morocco.  Saludos,jjoel carrillor
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Based on my experiences, there are three essential
conditions for the reliability of measurement results for naturally occurring water
samples:
1. Sampling: Water samples should be free from suspended matter/sediments. They
should be filtered before collection and their preservation. For preservation of
water samples, they should be acidified with AR nitric acid to pH-1.
2. For un-acidified water samples, the time interval between water collection and
analysis should occur on the same day.
3. Regarding the methodology adopted for uranium analysis, a choice of an appropriate fluorescence-enhancing reagent for different types of sample matrices is essential. Moreover, there are different methods of uranium analysis by laser induced fluorimetry depending on the sample matrix.
Moreover, there are other important parameters also, such as uranium/conductance ratio,
pH, total alkalinity/salinity values, the major, minor and trace elements present in hydro-geochemical samples play a major role in characterizing the strata given below the water table.The presence of fluoride may significantly affect the changes in uranium content.
The reliability/quality of measurement results of water samples depends on strict adherence to each step of sampling, preservation of samples, time-interval between sampling and analysis for filtered but un-acidified water samples, and on the methodology adopted, and not simply analyzed by any person or lab or any technique.
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Thanks Ashwani Kumar Tiwari for sharing information.
,
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Especially, biogeochemistry or hydrogeochemistry in pore water of marine core deposite!
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There is a very good book by Bernard Boudreau on modelling diagenetic processes in marine sediments; and recently is is available free via researchgate.
Also, there is a nice review paper by several authors, amongst them Bo Barker Jorgensen and Jack Middelburg, that you also can get via researchgate. 
You can get much more detailed information by searching for papers by the three mentioned authors via google scolar. 
The two links are below. 
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For my Master´s degree course in sedimentology the Dakar Canyon is my topic and I would like to read some interesting papers about this issue.
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Hi Watts,
I don't have this book and I didn't find the pdf of it. DO you have it?
regards,
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Hi, 
I am looking for an expert(s) in the application of machine learning methods to geoscientific issues and especially aquifer vulnerability. The purpose of this, is collaboration in a pdoc research i am conducting, co-authoring in papers and potential partnership in proposal submissions for project calls relevant to this field.
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Hi,
I am expert in the application of machine learning methods in geoscience, but not in  aquifer vulnerability. 
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I want to simulate the interaction of an aquifer and Urmia salt lake in Iran. What type of software may be appropriate for these purposes? SEAWAT, SUTRA, HYDRUS, etc? I would like to hear all your suggestions.
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You can make use of MODFLOW. Alternatively, you can make use of model described in following paper, wherein the interaction between stream and Flat bay located in Andaman Island is modeled:
 B.K. Yadav and Ashok K. Keshari (2007) A coupled mathematical water and salt balance model of Flat bay. Asian J. Water, Environment and Pollution, vol. 4(2), 49-55.
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Hydro-geochemical exploration of hidden uranium bodies is often based on redox conditions and speciation to determine U mobility. We propose here a pure multi-variate analysis model to identify water types and the corresponding mixing model. I am currently working on coupling the two approaches as redox fronts can be identified from factor maps. Any opinion, experience or work welcome to foster discussion, what would be your suggestions to help me move forward ?
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In multivariate analysis, an interesting situation arises when we have , e.g., K element in ground water and we normalize data before calculating correlation matrix, it may be bimodal distribution and we won't be able to normalize the data. What do we do then?
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I need to generate thermodynamic stability diagrams (log (aMg/aH) vs. log H4SiO4, log (aCa/aH) vs. H4SiO4 etc.) based on groundwater chemical samples to find out the stability fields of dissolution.
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Phreeplot  for your purpose. Try it  with  Phreeqc or PhreeqcI
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I am referring to an old work, but I guess most of the multivariate analysis techniques implemented and software systems developed could be usefully be re-adapted to modern software environments. Does anyone have knowledge of such work being performed ? Does anyone know of such techniques being in used in the mining / prospecting industry today ?
To help foster the discussion, I have added a paper in English published In book: Use of Microcomputers in Geology, Edition: Print ISBN 978-1-4899-2337-0, Chapter: 3, Publisher: Plenum Publishing Corporation - Springer Science+Business Media New York 1992, Editors: Hans-Kürzl and Daniel F. Merriam, pp.25-71
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No DIS File specified is the error that appears when I attempt to run MODFLOW2000, I would like to know if this is an error that would be specific to a model because I have used MODFLOW2000 on other models and have not had this issue.
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Disregard, I figured it out
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I am planing to study water-rock interaction in order to observe the element dissolution and weathering rate as a laboratory experiment. However, it won't be a flow system. So, are there any specific guidelines to set up this experiment? Should I use ground rock or as lumps (block). Most authors have mentioned their methods where ground rocks had been used. Please suggest me some more articles as well.
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Ground rock is preferred more than lumps in order to increase overall surface area of rock, thereby increasing the concentration of dissolved elements (you need sufficient high concentration to detect the dissolution). You can check the method here:
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I am trying to do dissolution calculations for these polymorphs.
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see Schoonen, M.A.A., Barnes, H.L., 1991. Reactions forming pyrite and marcasite from solution: I. Nucleation of FeS2 below 100°C. Geochimica et Cosmochimica Acta, 55, 1495-1504.
Pyrite log K1 = −9.36, log K2 = −16.35 at 25 °C
Marcasite log K1 = −9.05, log K2 = −16.04 at 25 °C
where
K1 is constant for FexSxSy + 2xH+ ⇌ xFe2+ + xH2S + yS(s)
K2 is constant for FexSxSy + xH+ ⇌ xFe2+ + xHS− + yS(s)
see attachment for properly formatted text!
The kinetics of dissolution might be dependent on bacteria, but the equlibria should not be!
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I am building a MODFLOW model in Groundwater VIstas and I have yet to find an efficient way of importing the rivers and streams into the model. I would like to directly extract the elevation from a DEM along the riverds in order to import into GWV.
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Try the below links/attachment:
ArcToolbox-Spatial analyst Tools-Extraction-Extract by Mask (it works well for me in a tentative example using dem and river data, but the final output is in the raster format)
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Which parameters of soil, water or sediment will give clear indication of source of chromium in water?
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You can perform batch leaching tests on the soil/sediment, at natural pH and with varying pH, and with varying solids loading. This will help you understand speciation and solubility, with the aid also of geochemical modeling (e.g. Visual MINTEQ). My attached paper may be of help, but there is a lot of relevant literature available.
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I have problems with DOC TOC measurments with EPS. I follow the standard method to prepare the samples and use a DOC analyser. But results vary with a very high SD. Can someone help here or suggest alternate method to measure the same?
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yes I am doing it. But its not very consistent too.. the results vary with dilutions. This may be because EPS proteins and carbohydrates forms colloids
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Many people I talk to would agree that the "quality" of carbon decreases with depth/age/distance from the surface. Quality here means essentially "ease of (bio)degradation". However, I find it hard to come up with references supporting this impression/concept/belief, apart from e.g. Pedersen et al. (2008) or Pabich et al. (2001; but only down to 40 m), DOC with depth:
McMahon, P.B., Böhlke, J.K., and Lehman, T.M., 2004, Vertical Gradients in Water Chemistry and Age in the Southern High Plains Aquifer, Texas, 2002: U.S. Geological Survey Scientific Investigations Report 2004-5053, 53 p.http://pubs.usgs.gov/sir/2004/5053/pdf/McMahon508.book.pdf. Is anyone aware of data linking e.g. BDOC (biodegradable dissolved organic carbon), or AOC (assimilable organic carbon), or proportion of high molecular weight humics with depth/groundwater age? It's one of these concepts that seems so obvious that you can claim it without even having to provide a reference, but is it actually true?
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Dear Susanne,
may be you can find a useful information in the attached paper by Simon, Pipan, Ohno and Culver (2010) on the quality of DOC in different types of karst waters.
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I have measured values of ORP (mv), pH and arsenic from groundwater samples.
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The Garrels & Christs book is a nice option if you want to know the theoretical and practical basis for the construction. I would suggest also the classical book of Bowers, Jackson and Helgeson (Equilibrium Activity Diagrams For Coexisting Minerals and Aqueous Solutions at Pressures and Temperatures to 5 Kb and 600 ºC . Springer-Verlag, 1984. However, if you are more "practical" and you would like to construct nice Eh-pH diagrams, look at the software PHREEPLOT (http://www.phreeplot.org). It's free, pretty flexible and it has many examples of application (including the As, As-Fe, etc. systems).
By the way: Be aware that ORP is not the same than Eh!!
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Could anyone help me with the calculation of Si for groundwater?
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I believe you mean the saturation index for minerals based on your groundwater chemistry. If you input your water analysis into PHREEQC the program will calculate the SI (Saturation Index) for all the possible minerals (in the database you are using) that can be formed given the components in the solution. For instance, if you have Ca and HCO3 in your water PHREEQC will calculate the SI for calcite and aragonite since both are composed of Ca and CO3 (the CO3 comes from the speciation of HCO3). The SI value is log SI so SI = 0 is saturated, SI> 0 is supersaturated and SI< 0 is undersaturated. PHREEQC will not precipitate the supersaturated minerals unless you so specify. And just because a mineral is supersaturated does not mean it would precipitate in the real world. For instance, if you included Al and Si in your input, many aluminosilicate minerals may be supersaturated, but not actually precipitate in the real solution due to kinetics.
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Values of free molecular diffusion coefficients in water needed. Necessary for the calculation of the retardation factor Rf of the arsenic anions in the soil.
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You might wish to consult the paper:
The difference of diffusion coefficients in water for arsenic compounds at various pH and its dominant factors implied by molecular simulations.
Masato Tanakaa, Yoshio Takahashia, Noriko Yamaguchic, Kyoung-Woong Kimd, Guodong Zhengb, Mika Sakamitsua.
Geochimica et Cosmochimica Acta, Volume 105, 15 March 2013, Pages 360–371
And the references therein.
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High temperature (upto 30 to 37 degree centigrade) is being observed in pumped groundwater from the aquifer under the city of Lahore (Pakistan). According to test drilling in the area in 1960s, alluvium was found till depths of about 1000 ft except at two of the places where hard materials were touched. No other geological reference with evidence leading to possibility of any geo-thermal activity has been observed or found in literature. What are the possible reasons for this high temperature groundwater?
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Take a look at Applied hydrogeology in page that explains some kinds o springs. it is possible to have hot springs without a heat source. groundwater can be heated by geothemal grade and, depending on geological structures, it may flow up without losing the heat acquired.
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SUGISAKI R. and TAKI K. (1987) Simplified analyses of He, Ne and Ar dissolved in natural water. Chemical J. 21, 21-23
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Hello! Please find your requested article at the following link provided below:
Simplified Analyses of He, Ne, and Ar in Dissolved Natural Waters
(SUGISAKI and TAKI, 1987)
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I am trying to find out if the iron that is coloring my calcite is divalent or trivalent in order to asses the likelihood of it precipitating in anoxic conditions.
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How much is trace? If 1% or more Fe, Mossbauer spectroscopy would be the best method. If less than 1%, XAFS would be useful down to about 20 ppm Fe. But it would need careful calibration.