Steady and Unsteady Flows

A good article on the differences and usages of steady and unsteady flows can be referred as follows. The original article from here, published by Ponce (2011).

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Use Web Imagery in Ras Mapper

Question
Hai. I want to use a web imagery from ras mapper. However, i unable to display google hybrid as the web imagery, in which ras mention the error as shown in the second image. How to solve this problem? I take projection file (.pjr) from shp file of the catchment that been build in ArcGIS. Did i using the corrected .pjr?

Answer
Try to download and use (.prj) file for UTM Zone where your project is located. You can download it from spatialreference.org. Thanks

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Estimating the design flood based on design storm rainfall intensity/depth

rainfall-runoff transformation (image from alanasmith.com)

For Malaysian, we have a procedure (manual) to design flood hydrograph based on the design storm rainfall intensity, such as DID ((1976; 2010). Those manual are explained very well on the corrected procedures and methods to estimate the design flood hydrograph on the gauged and ungauged catchments.

The following procedure is recommended by DID (1976) for estimating the design storm:

  1. the design recurrence interval is selected on the basis of the guidelines suggested by Heiler and Tan (1974).
  2. the design storm depth for the required recurrence interval is calculated from the procedure by DID (1982). The rain depth or intensity is obtained from Intensity-Duration-Frequency curve.
  3. The areal reduction factors recommended by DID (1982) are used to convert point rainfall to catchment mean rainfall.
  4. The temporal pattern of the design storm is not considered.
  5. the design storm duration is taken as that duration which gives the highest peak discharge.

Note: the design storm duration is usually adopted as that duration gives the maximum discharge. this critical duration is found by trial and error by calculating the design flood for a range of storm duration. From the experience, the duration within the catchment lag (time concentration) gives the maximum discharge.

References:

DID (1982), Estimation of the Design Rainstorm in Peninsular Malaysia. Hydrological Procedure No. 1.
DID ( (1976). Design Flood Hydrograph Estimation for Rural Catchments in Peninsular Malaysia. Hydrological Procedure No. 11.
DID (2010). Estimation of design flood hydrograph using clark method for rural catchments in Peninsular Malaysia. Hydrological Procedure No. 27
Heiler T.D and Tan H.T (1974). Hydrological Design Return Periods, Provisional Hydrological Procedure.

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Protected: Time Series and Forecasting in R

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Protected: Free Digital Elevation Model (DEM) and Free Satellite Data Download Links

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Mencari Parameter dan Simulasi Model Neyman-Scott

Assalamualaikum & Salam Sejahtera,

Berikut adalah tutorial untuk mencari parameter untuk model Neyman-Scott, serta cara simulasi bagi mendapat data hujan (skala sejam). File sokongan dan source code untuk tutorial boleh dimuat-turn disini (Link).

PART 1: Mencari ciri-ciri hujan setiap bulan

PART 2: Mencari parameter Nyeman-Scott menggunakan ABC optimization (MATLAB code)

PART 3: Simulasi hujan skala sejam menggunakan model.

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Import data ke HEC-DSSVue

Saya ada menyediakan tutorial yang mudah untuk memasukkan data hujan dan sebagainya ke dalam HEC-DSSVue. Program ini boleh didownload dari HEC dan digunakan untuk membantu perisian HEC yang lain seperti HEC-HMS dan HEC-RAS.

Berikut tutorial dalam bahasa.

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Normalize values in a matrix to be between 0 and 1 (Matlab Tips)

I’m run a function in Matlab and it requires a matrix of variables within 0 and 1. The way to normalize the values to be between 0 and 1, and transform back to the original matrix as follows:

b = [10; 0; 1; 1];

%% normalized matrix B to 0 and 1
normB = b - min(b(:));
normB = normB ./ max(normB(:))

%% transform normalized matrix B to the original matrix
B_sim = normB_sim .* max(b(:))

Make sure, when transforming normalized matrix to the original matrix, you provided the maximum value of the original matrix. It not, the code cannot be run.

Original source: (Link) 

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Multiple colors to features within a single shapefile

I have received one shape file from a friend, who has a lot of features and attributes. However, it is within a single shapefile. So, it is difficult to me to recognise their features, since QGIS is only displayed one colour.

There is actually a way to display multiple colours of features although you have a single shape file. You can change the styles of the shape file in the layer properties. Double click the layer and select style. Select Categorized style and choose a field you want to visualize. Remember to classify your values before leaving the dialogue.

Reference: https://gis.stackexchange.com/questions/20404/how-to-give-multiple-colors-to-features-within-a-single-shapefile

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Soil & Water Assessment Model (SWAT) in QGIS

It is a good news that SWAT can be run in QGIS. This integration is known as QSWAT and can be download from the official website of SWAT (http://swat.tamu.edu/).

I include a good tutorial that I found on the internet for the reference.

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