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[dimitrivroldan-blog]

New Post has been published on DimRolds Review Site

New Post has been published on http://dimitrivroldan.squarebook.biz/2018/08/01/culvert-design-software-ph-call-6012-710-2620/

culvert design software Ph Call 6012 710 2620

http://msmaware.com/blog/urban-stormwater-management-manual-for-malaysia-or-the-manual-saliran-mesra-alam-malaysia-msma/ Telephone call (6012)710 2620

Manual Saliran Mesra Alam (also referred to as MSMA), also known as the Urban Stormwater Management Manual is the urban drainage design standard first printed by the Department of Irrigation and Drainage Malaysia (D.I.D) in 2000. Fullfilment of the requirements of MSMA when building drainage system is required legally of all engineers in Malaysia. More than ten years after its first publication, DID has completely updated the first edition of MSMA (known as MSMA1) with the publication of the second edition (known as MSMA2). There are many changes in the second edition including the following (taken from case studies completed for Kuala Lumpur):

The design rainfall has increased by up to 124% for 10 out of the 14 rainfall stations in Kuala Lumpur. The design flow using the Rational Method has increased by up to 129% for commercial and city area. For a factory site in Kuala Lumpur the Site Storage Requirement for OSD has increased by up to 234%. The volume of a detention basin has increased by up to 129%.

The rise in the magnitudes of the main design parameters as outlined above can be due to the differences between the first and the second editions of MSMA as follows:

Longer precipitation data covering 100 more storm stations in Peninsular Malaysia. This gives rise to in higher rainfall intensities for certain durations and Average Recurrence Intervals.

Compared to previously where it was divided into east and west coast of the Peninsula for the derivation of the temporal pattern, Peninsular Malaysia is now divided into five regions. The differences in temporal patterns give rise to dissimilar hydrograph peaks and shapes.

Not dependent on rainfall durations and intensities, and whether a catchment is urban/rural in condition, the coefficient of runoff in the Rational Method is now fixed according to the types of landuse. This resulted in differences in the estimated peak flow.

The Time-Area Method in the second editon is affected by the differences in the rainfall intensites, temporal patterns and the loss model used. For Kuala Lumpur it is noted that the rainfall intensities have increased and the temporal pattern is more peaky, thus giving rise to a more peaky flow hydrograph.

The Approximate Swinburne Method in the second editon gives higher Site Storage Requirement (SSR) than the Swinburne Method in the first edition. The approximate method in the second editon has resulted in an over estimation of the SSR’s.

The volume of a detention basin has increased using the second editon compared to the first edition because of the increase in the rainfall intensities, temporal patterns and the choice of loss rate.

A software tool Is built to help engineers to carry out the computations using both editions accurately and to allow comparison be made of their differences speedily, in view of the many differences in computational methods between the first and second editions of MSMA. A drainage design software is developed for MSMA. Ir. Dr. Quek Keng Hong- a practising professional engineer in Malaysia is the creator of the software. MSMAware also includes more than a dozen rainfall stations and their temporal patterns in the Sarawak.

CULVERT DESIGN SOFTWARE : 00:00:05 culvert design software 00:00:06 culvert analysis program 00:00:08 On-Site Detention Software 00:00:09 OSD software 00:00:11 detention pond software

culvert design software Ph Call 6012 710 2620

[dimitrivroldan-blog]

New Post has been published on DimRolds Review Site

New Post has been published on http://dimitrivroldan.squarebook.biz/2018/08/01/drainage-design-software-ph-6012-710-2620/

drainage design software Ph 6012 710 2620

http://msmaware.com/blog/urban-stormwater-management-manual-for-malaysia-or-the-manual-saliran-mesra-alam-malaysia-msma/ Phone [phone]

The Urban Stormwater Management Manual for Malaysia or the Manual Saliran Mesra Alam Malaysia (MSMA) is the urban drainage design procedure first released by the Department of Irrigation and Drainage Malaysia in early 2000. It is required by law for all engineers in Malaysia to design drainage system to fullfil the requirements of MSMA. More than ten years after its first publication, DID has completely amended the first edition of MSMA (also known as MSMA1) with the publishing of the second edition (also known as MSMA2). Taken from the case studies completed for Kuala Lumpur, there are numerous alterations in the second edition including:

For Kuala Lumpur it was found that the design storm has increased by up to 124% for 10 out of the 14 rainfall stations. The design discharge using the Rational Method has increased by up to 131% for commercial and city area. The Site Storage Requirement for On-Site Detention for a factory site in Kuala Lumpur has increased by up to 234%, The storage volume of a detention pond has increased by up to 128%.

The hike in the values of the main design parameters as outlined above can be due to the differences between the first and the second editions of MSMA as follows:

Longer precipitation data covering 100 more storm stations in Peninsular Malaysia. This gives rise to in higher rainfall intensities for certain durations and ARI’s.

Peninsular Malaysia is now divided into five regions for the computation of the storm temporal pattern, compared to the first edition where it was divided into east and west coast of the Peninsula. The differences in temporal patterns give rise to dissimilar hydrograph peaks and shapes.

Not influenced by storm durations and intensities, and whether a catchment is urban/rural in condition, the coefficient of runoff in the Rational Method is now set according to the types of landuse. This gives rise to differences in the estimated peak discharge.

The differences in the storm intensites, temporal patterns and the loss model used all affected the Time-Area Method in the second editon. The storm intensities for Kuala Lumpur have increased and the storm temporal pattern is more peaky, giving rise to a more peaky discharge hydrograph.

The Approximate Swinburne Method in the second editon resulted in higher Site Storage Requirement (SSR) than the Swinburne Method in the first edition. MSMA2 used the approximate method based on a set of approximation tables and this has resulted in an over estimation of the Site Storage Requirements.

Compared to the first edition, the increase in the storm intensities, temporal patterns and the selection of loss rate have resulted an increase in the storage volume of a detention pond using MSMA2.

In view of the many differences in computational methods between the first and second editions of MSMA, a tool is developed to help engineers to carry out the computations using both editions precisely and to allow comparison be made of their differences speedily. A drainage design software has been created for MSMA. Ir. Dr. Quek Keng Hong- a practising engineer in Malaysia is the developer of the software. MSMAware also covers the East Malaysian state of Sarawak where more than a dozen storm stations and their temporal patterns are included into the software.

DRAINAGE DESIGN SOFTWARE : 00:00:05 drainage design software 00:00:07 Manual Saliran Mesra Alam Malaysia 00:00:09 Urban Stormwater Management Manual for Malaysia 00:00:12 Urban Stormwater Management Manual software 00:00:14 Urban Stormwater Management Manual training

drainage design software Ph 6012 710 2620

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New Post has been published on DimRolds Review Site

New Post has been published on http://dimitrivroldan.squarebook.biz/2018/07/31/manual-saliran-mesra-alam-malaysia-ph-6012-710-2620/

Manual Saliran Mesra Alam Malaysia Ph 6012 710 2620

http://msmaware.com/blog/urban-stormwater-management-manual-for-malaysia-or-the-manual-saliran-mesra-alam-malaysia-msma/ Ph 6012 710 2620

The Urban Stormwater Management Manual for Malaysia or the Manual Saliran Mesra Alam Malaysia (MSMA) is the stormwater drainage design guideline first published by the Department of Irrigation and Drainage Malaysia in early 2000. It is compulsory for all engineers in Malaysia to design drainage system to fullfil the requirements of MSMA. The Department of Irrigation and Drainage has completely referred to as the first edition of MSMA (known as MSMA1) with the publication of the second edition (also known as MSMA2) about Eleven years after its first edition. Based on the case studies completed for Kuala Lumpur, there are numerous alterations in the second edition including:

The design storm has gone up by up to 126% for 10 out of the fourteen storm stations in Kuala Lumpur. For commercial and city area, the design discharge using the Rational Method has gone up by up to 130%. For a factory lot in Kuala Lumpur the Site Storage Requirement for On-Site Detention has gone up by up to 234%. The volume of a detention pond has gone up by up to 129%.

The rise in the values of the main design parameters as described above can be due to the changes between the first and the second editions of MSMA as follows:

Longer precipitation data covering 100 more stations in Peninsular Malaysia. The storm intensities for most Average Recurrence Intervals are higher.

Compared to the first edition where it was divided into east and west coast of the Peninsula for the derivation of the rainfall temporal pattern, Peninsular Malaysia is now separated into five regions. The different hydrograph peaks and shapes caused by the changes in temporal patterns.

The coefficient of runoff in the Rational Method is now set according to the types of landuse, and not dependent on storm durations and intensities, and whether a catchment is urban/rural in condition. Changes in the estimated peak discharge is observed .

The changes in the storm intensites, temporal patterns and the loss model used all affected the Time-Area Method in the second editon. For Kuala Lumpur it is noticed that the storm intensities have increased and the rainfall temporal pattern is more peaky, thus giving rise to a more peaky discharge hydrograph.

The Approximate Swinburne Method in the second editon resulted in higher Site Storage Requirement (SSR) than the Swinburne Method in MSMA1. The approximate method in the second editon has given rise to an over estimation of the SSR’s.

The volume of a detention pond has gone up using the second editon compared to MSMA1 because of the increase in the storm intensities, temporal patterns and the selection of loss rate.

A software tool Is built to assist engineers to carry out the computations using both editions accurately and to allow comparison be made of their changes quickly, in view of the many changes in computational procedures between the first and second editions of MSMA. A urban drainage design software has been developed for MSMA. The software is developed by Ir. Dr. Quek Keng Hong- a practising professional engineer in Malaysia. MSMAware also covers the East Malaysian state of Sarawak where more than a dozen storm stations and their temporal patterns are programmed into the software.

MANUAL SALIRAN MESRA ALAM MALAYSIA : 00:00:05 Manual Saliran Mesra Alam Malaysia 00:00:06 Urban Stormwater Management Manual for Malaysia 00:00:08 Urban Stormwater Management Manual software 00:00:10 Urban Stormwater Management Manual training 00:00:11 Department of Irrigation and Drainage Malaysia

Manual Saliran Mesra Alam Malaysia Ph 6012 710 2620

[dimitrivroldan-blog]

New Post has been published on DimRolds Review Site

New Post has been published on http://dimitrivroldan.squarebook.biz/2016/01/15/design-storm-software-call-6012-710-2620/

design storm software Call 6012-710-2620

http://msmaware.com/blog/msma-urban-stormwater-management-manual-for-malaysia-training-seminars-workshops-and-software/ Phone call 6012 710-2620

In 2000 the Department of Irrigation and Drainage Malaysia first released the urban drainage design standard known as the Urban Stormwater Management Manual for Malaysia or the Manual Saliran Mesra Alam Malaysia, MSMA. Fullfilment of the requirements of MSMA when building drainage works is required legally of all engineers in Malaysia. Eleven years after its first publication, DID has completely updated the first edition of MSMA (also known as MSMA1) with the publishing of the second edition (also known as MSMA2). There are many differences in the second edition include (based on case studies done for Kuala Lumpur):

Ten out of the fourteen storm stations in Kuala Lumpur have its design storm risen by up to 126%. The design flow using the Rational Method has risen by up to 131% for commercial and city area. The Site Storage Requirement for OSD for a factory lot in Kuala Lumpur has risen by up to 233%, Detention pond has risen by up to 130% in the volume.

The differences between the first and the second editions of MSMA give rise to the hike in the values of the main design parameters as follows:

135 rainfall stations in Peninsular Malaysia with longer storm data. This gives rise to in higher storm intensities for certain durations and ARI’s.

Peninsular Malaysia is now grouped into five regions for the computation of the rainfall temporal pattern, compared to previously where it was divided into east and west coast of the Peninsula. The dissimilar hydrograph peaks and shapes caused by the differences in temporal patterns.

The coefficient of runoff in the Rational Method is now determined according to the types of landuse, and not affected by storm durations and intensities, and whether a catchment is urban/rural in condition. This resulted in differences in the estimated peak flow.

The Time-Area Method in MSMA2 is affected by the differences in the storm intensites, temporal patterns and the loss model used. The storm intensities for Kuala Lumpur have increased and the rainfall temporal pattern is more peaky, resulting in a more peaky flow hydrograph.

The Approximate Swinburne Method in MSMA2 resulted in higher Site Storage Requirement (SSR) than the Swinburne Method in the first edition. MSMA2 used the approximate method based on a set of approximation tables and this has resulted in an over estimation of the Site Storage Requirements.

Compared to the first edition, the increase in the storm intensities, temporal patterns and the selection of loss rate have given rise to a rise in the volume of a detention pond using the second edition.

In view of the many differences in computational procedures between the first and second editions of MSMA, a tool is developed to help engineers to perform the computations using both editions precisely and to allow comparison be made of their differences quickly. The tool is a drainage design software designed for MSMA. The software is created by Ir. Dr. Quek Keng Hong- a professonal engineer in Malaysia. MSMAware also covers the East Malaysian state of Sarawak where more than a dozen storm stations and their temporal patterns are included into the software.

DESIGN STORM SOFTWARE : 00:00:05 design storm software 00:00:06 design rainfall software 00:00:08 drainage design software 00:00:10 Manual Saliran Mesra Alam Malaysia 00:00:11 Urban Stormwater Management Manual for Malaysia

design storm software Call 6012-710-2620

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New Post has been published on DimRolds Review Site

New Post has been published on http://dimitrivroldan.squarebook.biz/2016/01/15/design-rainfall-software-phone-6012-7102620/

design rainfall software Phone [phone]

http://msmaware.com/blog/msma-drainage-design-software/ Phone call 6012 710-2620

In 2000 the Department of Irrigation and Drainage Malaysia first released the stormwater drainage design procedure known as the Urban Stormwater Management Manual for Malaysia or the Manual Saliran Mesra Alam Malaysia, MSMA. Engineers in Malaysia are required legally to design drainage works to fullfil the requirements of MSMA. Eleven years after its first publication, DID has completely revised the first edition of MSMA (referred to as MSMA1) with the publication of the second edition (referred to as MSMA2). With reference to the case studies completed for Kuala Lumpur, there are numerous changes in the second edition including:

The design rainfall has gone up by up to 126% for ten out of the fourteen storm stations in Kuala Lumpur. For commercial and city area, the design discharge using the Rational Method has gone up by up to 131%. The Site Storage Requirement for OSD for a factory site in Kuala Lumpur has gone up by up to 233%, The volume of a detention pond has gone up by up to 130%.

The increase in the values of the main design parameters as described above can be due to the changes between the first and the second editions of MSMA as follows:

135 stations in Peninsular Malaysia with longer precipitation data. This gives rise to in higher storm intensities for certain durations and ARI’s.

Compared to previously where it was divided into east and west coast of the Peninsula for the determination of the rainfall temporal pattern, West Malaysia is now separated into 5 regions. The different hydrograph peaks and shapes caused by the changes in temporal patterns.

The coefficient of runoff in the Rational Method is now established according to the types of landuse, and not affected by rainfall durations and intensities, and whether a catchment is urban/rural in condition. Differences in the estimated peak discharge is observed .

The Time-Area Method in the second editon is affected by the changes in the rainfall intensites, temporal patterns and the loss model used. For Kuala Lumpur it is noted that the rainfall intensities have increased and the rainfall temporal pattern is more peaky, thus giving rise to a more peaky discharge hydrograph.

The Site Storage Requirement (SSR) based on the Approximate Swinburne Method in the second editon is higher than that using the Swinburne Method in MSMA1. MSMA2 used the approximate method based on a set of approximation tables and this has resulted in an over estimation of the Site Storage Requirements.

The volume of a detention pond has gone up using the second editon compared to MSMA1 because of the increase in the rainfall intensities, temporal patterns and the selection of loss rate.

In view of the many changes in computational procedures between the first and second editions of MSMA, a tool is developed to help engineers to carry out the computations using both editions precisely and to allow comparison be made of their changes speedily. The tool is a drainage design software created for MSMA. The software is created by Ir. Dr. Quek Keng Hong- a practising engineer in Malaysia. MSMAware also covers the East Malaysian state of Sarawak where more than a dozen rainfall stations and their temporal patterns are programmed into the software.

DESIGN RAINFALL SOFTWARE : 00:00:05 design rainfall software 00:00:06 drainage design software 00:00:08 Manual Saliran Mesra Alam Malaysia 00:00:10 Urban Stormwater Management Manual for Malaysia 00:00:12 Urban Stormwater Management Manual software https://www.youtube.com/watch?v=uTg8HxPhzSc

design rainfall software Phone [phone]

[dimitrivroldan-blog]

New Post has been published on DimRolds Review Site

New Post has been published on http://dimitrivroldan.squarebook.biz/2016/01/07/detention-basin-software-ph-6012-7102620/

detention basin software Ph 6012)-7102620

http://msmaware.com/blog/msma-drainage-design-software/ Call 6012-710-2620

The urban drainage design standard first released by the Department of Irrigation and Drainage Malaysia in 2000 is the Urban Stormwater Management Manual or the Manual Saliran Mesra Alam (or MSMA). Engineers in Malaysia are required legally to build drainage works to fullfil the requirements of MSMA. More than ten years after its first publication, DID has completely revised the first edition of MSMA (or MSMA1) with the release of the second edition (or MSMA2). Based on the case studies carried out for Kuala Lumpur, there are many alterations in the second edition including:

10 out of the fourteen rainfall stations in Kuala Lumpur have its design storm increased by up to 125%. For commercial and city area, the design flow using the Rational Method has increased by up to 130%. For a factory lot in Kuala Lumpur the Site Storage Requirement for OSD has increased by up to 235%. The volume of a detention pond has increased by up to 130%.

The changes between the first and the second editions of MSMA resulted the increase in the magnitudes of the main design parameters as follows:

135 stations in Peninsular Malaysia with longer storm data. This gives rise to in higher rainfall intensities for certain durations and Average Recurrence Intervals.

Compared to previously where it was divided into east and west coast of the Peninsula for the computation of the temporal pattern, Peninsular Malaysia is now divided into five regions. The changes in temporal patterns give rise to dissimilar hydrograph peaks and shapes.

The coefficient of runoff in the Rational Method is now established according to the types of landuse, and not influenced by storm durations and intensities, and whether a catchment is urban/rural in condition. This gives rise to changes in the estimated peak flow.

The Time-Area Method in MSMA2 is affected by the changes in the storm intensites, temporal patterns and the loss model used. The storm intensities for Kuala Lumpur have increased and the temporal pattern is more peaky, resulting in a more peaky flow hydrograph.

The Site Storage Requirement (SSR) based on the Approximate Swinburne Method in MSMA2 is higher than that using the Swinburne Method in MSMA1. The approximate method in MSMA2 has given rise to an over estimation of the Site Storage Requirements.

The volume of a detention pond has increased using MSMA2 compared to MSMA1 because of the increase in the storm intensities, temporal patterns and the choice of loss rate.

In view of the many changes in computational methods between the first and second editions of MSMA, a tool is developed to help engineers to perform the computations using both editions accurately and to allow comparison be made of their changes quickly. A stormwater design software has been designed for MSMA. The software is written by Ir. Dr. Quek Keng Hong- a professonal engineer in Malaysia. MSMAware also covers the East Malaysian state of Sarawak where more than a dozen storm stations and their temporal patterns are included into the software.

DETENTION BASIN SOFTWARE : 00:00:05 detention basin software 00:00:06 design storm software 00:00:08 design rainfall software 00:00:10 drainage design software 00:00:12 Manual Saliran Mesra Alam Malaysia

detention basin software Ph (6012)-7102620

[dimitrivroldan-blog]

New Post has been published on DimRolds Review Site

New Post has been published on http://dimitrivroldan.squarebook.biz/2016/01/07/detention-pond-software-phone-6012-710-2620/

detention pond software Phone [phone]

http://msmaware.com/blog/msma-urban-stormwater-management-manual-for-malaysia-training-seminars-workshops-and-software/ Telephone call 6012 710 2620

The stormwater drainage design standard first issued by the Department of Irrigation and Drainage Malaysia in 2000 is the Urban Stormwater Management Manual for Malaysia or the Manual Saliran Mesra Alam (referred to as MSMA). It is mandatory for all engineers in Malaysia to design drainage system to comply with the requirements of MSMA. The Department of Irrigation and Drainage has completely updated the first edition of MSMA (referred to as MSMA1) with the publishing of the second edition (also known as MSMA2) about 11 years after its first edition. There are a lot of alterations in the second edition include (based on case studies done for Kuala Lumpur):

The design storm has increased by up to 125% for 10 out of the fourteen rainfall stations in Kuala Lumpur. The design discharge using the Rational Method has increased by up to 131% for commercial and city area. For a factory site in Kuala Lumpur the Site Storage Requirement for On-Site Detention has increased by up to 233%. The storage volume of a detention pond has increased by up to 128%.

The hike in the magnitudes of the main design parameters as described above can be attributed to the changes between the first and the second editions of MSMA as follows:

135 rainfall stations in Peninsular Malaysia with longer precipitation data. This gives rise to in higher rainfall intensities for certain durations and ARI’s.

Compared to the first edition where it was divided into east and west coast of the Peninsula for the derivation of the storm temporal pattern, West Malaysia is now grouped into five regions. The changes in temporal patterns give rise to different hydrograph peaks and shapes.

The coefficient of runoff in the Rational Method is now set according to the types of landuse, and not influenced by storm durations and intensities, and whether a catchment is urban/rural in condition. This gives rise to changes in the estimated peak discharge.

The changes in the storm intensites, temporal patterns and the loss model used all influenced the Time-Area Method in MSMA2. The storm intensities for Kuala Lumpur have increased and the storm temporal pattern is more peaky, resulting in a more peaky discharge hydrograph.

The Approximate Swinburne Method in MSMA2 gives higher Site Storage Requirement (SSR) than the Swinburne Method in the first edition. MSMA2 used the approximate method based on a set of approximation tables and this has resulted in an over estimation of the SSR’s.

The storage volume of a detention pond has increased using MSMA2 compared to the first edition because of the rise in the storm intensities, temporal patterns and the choice of loss rate.

In view of the many changes in computational procedures between the first and second editions of MSMA, a tool is developed to help engineers to perform the computations using both editions precisely and to allow comparison be made of their changes speedily. The tool is a stormwater design software created for MSMA. The software is created by Ir. Dr. Quek Keng Hong- a professonal engineer in Malaysia. MSMAware also covers the East Malaysian state of Sarawak where more than a dozen storm stations and their temporal patterns are programmed into the software.

DETENTION POND SOFTWARE : 00:00:05 detention pond software 00:00:07 detention basin software 00:00:09 design storm software 00:00:11 design rainfall software 00:00:13 drainage design software

detention pond software Phone [phone]

[dimitrivroldan-blog]

New Post has been published on DimRolds Review Site

New Post has been published on http://dimitrivroldan.squarebook.biz/2016/01/06/osd-software-call-6012-710-2620/

OSD software Call 6012-710-2620

http://msmaware.com/blog/manual-saliran-mesra-alam-malaysia-msma-software-program-tool/ Tel Call (6012)-7102620

The stormwater drainage design standard first issued by the Department of Irrigation and Drainage Malaysia in 2000 is the Urban Stormwater Management Manual for Malaysia or the Manual Saliran Mesra Alam (known as MSMA). It is mandatory for all engineers in Malaysia to build drainage system to fullfil the requirements of MSMA. Eleven years after its first publication, DID has completely amended the first edition of MSMA (known as MSMA1) with the publishing of the second edition (known as MSMA2). There are a lot of alterations in the second edition include (taken from case studies done for Kuala Lumpur):

For Kuala Lumpur it was found that the design storm has gone up by up to 126% for ten out of the 14 storm stations. The design discharge using the Rational Method has gone up by up to 130% for commercial and city area. The Site Storage Requirement for On-Site Detention for a factory lot in Kuala Lumpur has gone up by up to 235%, Detention pond has gone up by up to 128% in the storage volume.

The increase in the magnitudes of the main design parameters as described above can be attributed to the differences between the first and the second editions of MSMA as follows:

135 stations in Peninsular Malaysia with longer rainfall record. The storm intensities for most ARI’s have increased.

Compared to the first edition where it was divided into east and west coast of the Peninsula for the derivation of the storm temporal pattern, Peninsular Malaysia is now grouped into five regions. The dissimilar hydrograph peaks and shapes due to the differences in temporal patterns.

Not affected by storm durations and intensities, and whether a catchment is urban/rural in condition, the coefficient of runoff in the Rational Method is now determined according to the types of landuse. This resulted in differences in the estimated peak discharge.

The Time-Area Method in MSMA2 is affected by the differences in the storm intensites, temporal patterns and the loss model used. The storm intensities for Kuala Lumpur have increased and the storm temporal pattern is more peaky, giving rise to a more peaky discharge hydrograph.

The Site Storage Requirement (SSR) based on the Approximate Swinburne Method in MSMA2 is higher than that using the Swinburne Method in MSMA1. The approximate method in MSMA2 has given rise to an over estimation of the SSR’s.

Compared to MSMA1, the increase in the storm intensities, temporal patterns and the selection of loss rate have resulted an increase in the storage volume of a detention pond using MSMA2.

A software tool Is built to assist engineers to perform the computations using both editions accurately and to allow comparison be made of their differences speedily, due to the many differences in computational methods between the first and second editions of MSMA. A drainage design software has been created for MSMA. The software is created by Ir. Dr. Quek Keng Hong- a practising engineer in Malaysia. MSMAware also covers more than a dozen storm stations and their temporal patterns in the Sarawak.

OSD SOFTWARE : 00:00:05 OSD software 00:00:06 detention pond software 00:00:08 detention basin software 00:00:10 design storm software 00:00:12 design rainfall software

OSD software Call 6012-710-2620

[dimitrivroldan-blog]

New Post has been published on DimRolds Review Site

New Post has been published on http://dimitrivroldan.squarebook.biz/2016/01/06/culvert-analysis-program-phone-6012-7102620/

culvert analysis program Phone [phone]

http://msmaware.com/blog/msma-software/ Ph 6012-7102620

The Urban Stormwater Management Manual for Malaysia or the Manual Saliran Mesra Alam (MSMA) is the stormwater drainage design standard first released by the Department of Irrigation and Drainage Malaysia in early 2000. Fullfilment of the requirements of MSMA when building drainage works is required by law of all engineers in Malaysia. The Department of Irrigation and Drainage has completely revised the first edition of MSMA (or MSMA1) with the release of the second edition (or MSMA2) about 11 years after its first edition. There are numerous alterations in the second edition including (taken from case studies done for Kuala Lumpur):

10 out of the 14 rainfall stations in Kuala Lumpur have its design rainfall risen by up to 124%. For commercial and city area, the design discharge using the Rational Method has risen by up to 130%. For a factory site in Kuala Lumpur the Site Storage Requirement for On-Site Detention has risen by up to 234%. The storage volume of a detention pond has risen by up to 130%.

The hike in the values of the main design parameters as described above can be attributed to the changes between the first and the second editions of MSMA as follows:

Longer precipitation data covering 100 more storm stations in Peninsular Malaysia. This gives rise to in higher rainfall intensities for certain durations and ARI’s.

Compared to the first edition where it was divided into east and west coast of the Peninsula for the determination of the storm temporal pattern, West Malaysia is now separated into five regions. The changes in temporal patterns give rise to dissimilar hydrograph peaks and shapes.

The coefficient of runoff in the Rational Method is now determined according to the types of landuse, and not affected by rainfall durations and intensities, and whether a catchment is urban/rural in condition. Differences in the estimated peak discharge is observed .

The changes in the rainfall intensites, temporal patterns and the loss model used all affected the Time-Area Method in the second editon. For Kuala Lumpur it is noted that the rainfall intensities have increased and the storm temporal pattern is more peaky, thus resulting in a more peaky discharge hydrograph.

The Approximate Swinburne Method in the second editon gives higher Site Storage Requirement (SSR) than the Swinburne Method in the first edition. MSMA2 used the approximate method based on a set of approximation tables and this has resulted in an over estimation of the SSR’s.

The storage volume of a detention pond has risen using the second editon compared to the first edition because of the increase in the rainfall intensities, temporal patterns and the choice of loss rate.

In view of the many changes in computational procedures between the first and second editions of MSMA, a tool is developed to help engineers to carry out the computations using both editions precisely and to allow comparison be made of their changes speedily. A stormwater design software is designed for MSMA. The software is written by Ir. Dr. Quek Keng Hong- a professonal engineer in Malaysia. MSMAware also covers the East Malaysian state of Sarawak where more than a dozen rainfall stations and their temporal patterns are included into the software.

CULVERT ANALYSIS PROGRAM : 00:00:05 culvert analysis program 00:00:06 On-Site Detention Software 00:00:07 OSD software 00:00:08 detention pond software 00:00:09 detention basin software

culvert analysis program Phone [phone]

[dimitrivroldan-blog]

New Post has been published on DimRolds Review Site

New Post has been published on http://dimitrivroldan.squarebook.biz/2016/01/06/msma-seminar-phone-6012-710-2620/

MSMA seminar Phone [phone]

http://msmaware.com/blog/urban-stormwater-management-manual-for-malaysia-or-the-manual-saliran-mesra-alam-malaysia-msma/ Tel Call 6012-7102620

Manual Saliran Mesra Alam (referred to as MSMA), or the Urban Stormwater Management Manual for Malaysia is the stormwater drainage design standard first released by the Department of Irrigation and Drainage Malaysia (D.I.D) in 2000. It is compulsory for all engineers in Malaysia to design drainage works to fullfil the requirements of MSMA. The Department of Irrigation and Drainage has completely revised the first edition of MSMA (also known as MSMA1) with the release of the second edition (known as MSMA2) about 11 years after its first edition. With reference to the case studies done for Kuala Lumpur, there are a lot of alterations in the second edition including the following:

For Kuala Lumpur it was found that the design storm has gone up by up to 126% for ten out of the fourteen rainfall stations. The design discharge using the Rational Method has gone up by up to 129% for commercial and city area. For a factory site in Kuala Lumpur the Site Storage Requirement for OSD has gone up by up to 235%. Detention basin has gone up by up to 129% in the storage.

The hike in the magnitudes of the main design parameters as outlined above can be due to the differences between the first and the second editions of MSMA as follows:

Longer rainfall data covering 100 more stations in Peninsular Malaysia. The rainfall intensities for most ARI’s are higher.

West Malaysia is now grouped into 5 regions for the determination of the storm temporal pattern, compared to previously where it was divided into east and west coast of the Peninsula. The dissimilar hydrograph peaks and shapes caused by the differences in temporal patterns.

The coefficient of runoff in the Rational Method is now fixed according to the types of landuse, and not dependent on storm durations and intensities, and whether a catchment is urban/rural in condition. Differences in the estimated peak discharge is observed .

The Time-Area Method in MSMA2 is affected by the differences in the storm intensites, temporal patterns and the loss model used. The storm intensities for Kuala Lumpur have increased and the storm temporal pattern is more peaky, giving rise to a more peaky discharge hydrograph.

The Site Storage Requirement (SSR) based on the Approximate Swinburne Method in MSMA2 is higher than that using the Swinburne Method in the first edition. The second editon used the approximate method based on a set of approximation tables and this has resulted in an over estimation of the Site Storage Requirements.

The storage of a detention basin has gone up using MSMA2 compared to the first edition because of the increase in the storm intensities, temporal patterns and the choice of loss rate.

In view of the many differences in computational methods between the first and second editions of MSMA, a tool is developed to help engineers to perform the computations using both editions accurately and to allow comparison be made of their differences speedily. A stormwater design software is developed for MSMA. The software is written by Ir. Dr. Quek Keng Hong- a professonal engineer in Malaysia. MSMAware also covers the East Malaysian state of Sarawak where more than a dozen storm stations and their temporal patterns are included into the software.

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In 2000 the Department of Irrigation and Drainage Malaysia first published the stormwater drainage design standard known as the Urban Stormwater Management Manual or the Manual Saliran Mesra Alam Malaysia, MSMA. It is required by law for all engineers in Malaysia to build drainage system to comply with the requirements of MSMA. Eleven years after its first publication, DID has completely updated the first edition of MSMA (known as MSMA1) with the publication of the second edition (known as MSMA2). There are a lot of alterations in the second edition including the following (based on case studies carried out for Kuala Lumpur):

The design rainfall has risen by up to 125% for ten out of the 14 storm stations in Kuala Lumpur. For commercial and city area, the design discharge using the Rational Method has risen by up to 130%. For a factory site in Kuala Lumpur the Site Storage Requirement for OSD has risen by up to 233%. The volume of a detention pond has risen by up to 130%.

The differences between the first and the second editions of MSMA give rise to the hike in the values of the main design parameters below:

135 rainfall stations in Peninsular Malaysia with longer storm data. The storm intensities for most ARI’s are higher.

Compared to the first edition where it was divided into east and west coast of the Peninsula for the computation of the rainfall temporal pattern, Peninsular Malaysia is now divided into five regions. The different hydrograph peaks and shapes due to the differences in temporal patterns.

Not influenced by rainfall durations and intensities, and whether a catchment is urban/rural in condition, the coefficient of runoff in the Rational Method is now set according to the types of landuse. Differences in the estimated peak discharge is the result .

The differences in the rainfall intensites, temporal patterns and the loss model used all affected the Time-Area Method in the second editon. For Kuala Lumpur it is noticed that the rainfall intensities have increased and the rainfall temporal pattern is more peaky, thus giving rise to a more peaky discharge hydrograph.

The Site Storage Requirement (SSR) based on the Approximate Swinburne Method in the second editon is higher than that using the Swinburne Method in the first edition. The approximate method in the second editon has caused an over estimation of the SSR’s.

The volume of a detention pond has risen using the second editon compared to the first edition because of the increase in the rainfall intensities, temporal patterns and the choice of loss rate.

A software program Is developed to help engineers to perform the computations using both editions precisely and to allow comparison be made of their differences quickly, in view of the many differences in computational procedures between the first and second editions of MSMA. The tool is a urban drainage design software created for MSMA. Ir. Dr. Quek Keng Hong- a practising engineer in Malaysia is the programmer of the software. MSMAware also covers the East Malaysian state of Sarawak where more than a dozen rainfall stations and their temporal patterns are programmed into the software.

MSMA TRAINING : 00:00:05 MSMA training 00:00:06 MSMA seminar 00:00:08 MSMA courses 00:00:09 culvert design software 00:00:11 culvert analysis program

MSMA training Ph 6012 710 2620

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New Post has been published on http://dimitrivroldan.squarebook.biz/2016/01/05/msma-workshop-phone-6012-7102620/

MSMA workshop Phone [phone]

http://msmaware.com/blog/urban-stormwater-management-manual-for-malaysia-or-the-manual-saliran-mesra-alam-malaysia-msma/ Telephone call 6012 710-2620

Manual Saliran Mesra Alam (or MSMA), also known as the Urban Stormwater Management Manual for Malaysia is the stormwater drainage design procedure first issued by the Department of Irrigation and Drainage Malaysia (D.I.D) in 2000. Compliance with the requirements of MSMA when building drainage works is required by law of all engineers in Malaysia. More than ten years after its first publication, DID has completely amended the first edition of MSMA (referred to as MSMA1) with the release of the second edition (referred to as MSMA2). Based on the case studies done for Kuala Lumpur, there are a lot of alterations in the second edition including the following:

The design storm has increased by up to 125% for 10 out of the 14 rainfall stations in Kuala Lumpur. For commercial and city area, the design flow using the Rational Method has increased by up to 131%. The Site Storage Requirement for On-Site Detention for a factory site in Kuala Lumpur has increased by up to 235%, Detention pond has increased by up to 129% in the storage.

The increase in the values of the main design parameters as described above can be attributed to the changes between the first and the second editions of MSMA as follows:

Longer rainfall data covering 100 more rainfall stations in Peninsular Malaysia. This results in higher rainfall intensities for certain durations and ARI’s.

Compared to the first edition where it was divided into east and west coast of the Peninsula for the derivation of the storm temporal pattern, Peninsular Malaysia is now grouped into five regions. The changes in temporal patterns give rise to different hydrograph peaks and shapes.

The coefficient of runoff in the Rational Method is now set according to the types of landuse, and not dependent on storm durations and intensities, and whether a catchment is urban/rural in condition. Differences in the estimated peak flow is the result .

The changes in the storm intensites, temporal patterns and the loss model used all influenced the Time-Area Method in MSMA2. For Kuala Lumpur it is noted that the storm intensities have increased and the storm temporal pattern is more peaky, thus resulting in a more peaky flow hydrograph.

The Approximate Swinburne Method in MSMA2 resulted in higher Site Storage Requirement (SSR) than the Swinburne Method in the first edition. The approximate method in MSMA2 has caused an over estimation of the SSR’s.

The storage of a detention pond has increased using MSMA2 compared to the first edition because of the increase in the storm intensities, temporal patterns and the selection of loss rate.

A software tool Is built to help engineers to carry out the computations using both editions precisely and to allow comparison be made of their changes speedily, in view of the many changes in computational methods between the first and second editions of MSMA. The tool is a stormwater design software created for MSMA. The software is developed by Ir. Dr. Quek Keng Hong- a professonal engineer in Malaysia. MSMAware also includes more than a dozen storm stations and their temporal patterns in the East Malaysian state of Sarawak.

MSMA WORKSHOP : 00:00:05 MSMA workshop 00:00:06 MSMA training 00:00:07 MSMA seminar 00:00:08 MSMA courses 00:00:09 culvert design software

MSMA workshop Phone [phone]

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All gurus agree it really is not possible to be successful in any internet business these days with out an email responder software. This article will provide a balanced and unbiased evaluation of the problems involved in selecting an autoresponder.

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Which types of autorespnder are readily available now? What email responder software functions you need to fulfill your requirements? How do the email responder software compared with regards to costs and capabilities?

What’s an email autoresponder software?

An email responder software is just a script or program that sends out an automated reply to whatever email it received. Many of us have received messages like: I’m not in workplace this week, or I’m on leave these days. This type of single reply email responder software is usually supplied free by our net host. The issue with this sort of email responder software is it only sends out a single email reply. This is not sufficient to maintain the follow-up with our guests. This brings us to a sequential email responder software.

Sequential email responder software software

A sequential email autoresponder software is often a script or program which is created to collect emails and then send out a series of email messages for the subscribers on a normal time intervals. When made use of appropriately, a sequential email autoresponder software could make your website sticky by reminding your guests to come back again. Some professional internet marketers say it takes at the very least seven contacts to close a sale. It can be prevalent to refer to a “sequential autoresponder” as an “autoresponder”. So a “sequential autoresponder” is referred to right here as an email responder software.

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An autoresponder is often a script or program that sends out sequential messages at pre-determined intervals. It permits you to capture your visitor’s name and email address applying a HTML form that you just location in your web-site. An email responder software permits you to import email addresses out of your mailing lists. It permits you to send out a series of pre-written messages by way of emails for your list of subscribers on a predefined intervals. An email responder software can be made use of to send out newsletters at normal intervals or special broadcasts anytime you like.

Short review on the out there types of email responder software:

This review covers two most important types of autoresponder namely, cloud-based and self-hosted autoresponder software.

Cloud-based email responder software review:

A great solution for compact enterprises and internet marketers. Cloud-based email responder software gives a simple way for you personally to handle your subscribers. It can be risky to send out a big volume of emails to hundreds of subscribers if not handled effectively. You can be accused of spamming and finish up getting your domain or mail server black listed. A cloud-based email responder software can help to make positive that you just keep compliant with email regulations by maintaining a fantastic email reputation.

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A very good email autoresponder is central towards the achievement of any internet organizations now. Presented below are some suggestions on selecting the correct email responder for the business

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Which varieties of autorespnder are obtainable today? What email responder features you need to meet your requirements? How do the email responder compared with regards to costs and attributes?

How can an email responder support your company?

An email autoresponder is just a program or script that sends out a single automated reply to an email it receives. Lots of people have received messages like: I’m not in workplace this week, or I’m on leave right now. These are email responder messages provided absolutely free by internet hosts. The problem with this kind of email responder is it only sends out a single email reply. This is not enough to follow up together with your clients. This bring us towards the next variety of email responder below.

What is a sequential autoresponder?

A sequential autoresponder can be a program or script that is definitely created to collect emails then send out a series of email messages towards the subscribers on a typical time intervals. A sequential autoresponder can remind visitors to return for a lot more. Some specialist internet marketers say it takes a minimum of seven contacts to close a sale. A lot of people refer to a “sequential autoresponder” as an “autoresponder”. So the term “autoresponder” applied herein refers to a “sequential autoresponder”.

Functions of an autoresponder:

An email autoresponder can be a program or script that sends out sequential messages at pre-determined intervals. You could capture a visitor’s name and email address employing a type added to your web site. You could import email addresses out of your mailing lists. It makes it possible for you to send out a series of pre-written messages by way of emails to your list of subscribers on a predefined intervals. An email responder is usually applied to send out newsletters at typical intervals or unique broadcasts whenever you like.

Review on types of email responders:

Review here are two key types of autoresponder: cloud-based and self-hosted email responders.

Cloud-based email responder review:

A very good alternative for small organizations and internet marketers. Cloud-based email responder delivers a simple way for you to manage your subscribers. It is risky to send out a sizable volume of emails to hundreds of subscribers if not handled properly. Your domain or mail server is usually black listed when you are accused of spamming. A cloud-based email responder will help to make positive that you keep compliant with email regulations by sustaining a superb email reputation.

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A superb email autoresponder software is central to the achievement of any web based enterprises today. This article will present a well-balanced and objective review with the problems involved in choosing an email autoresponder software.

Deciding on the ideal email responder takes time as there are actually many choices in the marketplace with distinct kinds, costs and capabilities. It is actually vital to consider your requirements and spending budget when picking an email responder. The most important concerns to consider are listed below.

Which kinds of autorespnder are out there now? What features are necessary to meet your requirements? Comparison of different email autoresponder software which includes price and capabilities.

How can an email responder enable your company?

An email responder is just a program that sends out an automatic reply to whatever email it received. The majority of us have received email responder messages like: I’m on vacation, or Thanks for the email, I’ll reply to you soon. This type of single reply email responder is usually supplied free by our net host. The only dilemma with this sort of email responder is it only send out a single reply. This is not sufficient to sustain the follow-up with our visitors. This bring us to the subsequent variety of email responder beneath.

Sequential email responder software

A sequential email autoresponder software is a program which is created to gather emails and after that send out a series of email messages to the subscribers on a standard time intervals. A sequential email autoresponder software can remind visitors to return for much more. Some expert internet marketers say it takes at the least seven contacts to close a sale. Many people refer to a “sequential autoresponder” as an “autoresponder”. So the term “autoresponder” utilised herein refers to a “sequential autoresponder”.

Functions of an email autoresponder software:

An email autoresponder software is a program that sends out sequential messages at pre-determined intervals. You can capture a visitor’s name and email address using a form added to your web page. An email responder enables you to import email addresses out of your mailing lists. You can send out pre-written messages via emails to your list of subscribers on a predefined intervals. You can use an email responder to send out newsletters at standard intervals or specific broadcasts as and whenever you like.

Brief review on the readily available kinds of email responder:

Review right here are two major kinds of email autoresponder software: cloud-based and self-hosted email autoresponder software.

Cloud-based email responder review:

A superb solution for compact corporations and internet marketers. Cloud-based email responder presents a simple way for you to handle your subscribers. It is actually risky to send out a large volume of emails to numerous subscribers if not handled appropriately. Your domain or mail server may be black listed in case you are accused of spamming. A cloud-based email responder might help to make sure that you just remain compliant with email regulations by preserving a great email reputation.

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All gurus agree it truly is impossible to succeed in any net business nowadays without having an email responder. This short article will provide a balanced and objective review on the challenges involved in choosing an email responder software.

Picking an email responder requires consideration of several variables including attributes, charges and makes. So you should take into account your budget and requirements when picking your email responder software. The most vital problems to consider are outlined beneath.

What email responder kinds are obtainable within the market place? What are your needs and also the attributes you expected? That is the most effective email responder after comparing their attributes and rates?

How an email responder aid your on the web company?

An email responder is just a program that sends out an automatic reply to whatever email it received. Quite a bit of people today have received automatic reply when sending out emails e.g., I am not within the workplace right now, I am on leave this week. These are email responder messages offered absolutely free by internet hosts. The issue with this kind of email responder is it only sends out a single email reply. This is not enough to adhere to up with your prospects. This brings us to a sequential email responder.

What is a sequential email responder software?

A sequential email responder software is often a program that may be developed to gather emails and after that send out a series of email messages to the subscribers on a common time intervals. When utilized properly, a sequential email responder software can make your internet site sticky by reminding your guests to come back once again. Some expert internet marketers say it requires a minimum of seven contacts to close a sale. A lot of people refer to a “sequential autoresponder” as an “autoresponder”. So the term “autoresponder” utilized herein refers to a “sequential autoresponder”.

Significant capabilities of an email responder:

An autoresponder’s major function should be to send out a series of messages at pre-determined intervals. It enables you to capture your visitor’s name and email address employing a HTML form that you simply spot in your site. You’ll be able to import email addresses from your mailing lists. You’ll be able to send out pre-written messages by way of emails to your list of subscribers on a predefined intervals. You’ll be able to use an email responder to send out newsletters at common intervals or particular broadcasts as and if you like.

Autoresponder variety review:

This review covers two major types of email responder software namely, cloud-based and self-hosted email responder software.

Cloud-based email responder review:

A great option for smaller organizations and internet marketers. Cloud-based email responder offers a simple way for you personally to handle your subscribers. It’s risky to send out a large volume of emails to hundreds of subscribers if not handled appropriately. You’ll be able to be accused of spamming and finish up getting your domain or mail server black listed. This sort of email responder maintains a good email reputation for you personally by making sure that you simply comply with all email regulations.

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A superb email autoresponder software is central for the achievement of any internet based enterprises nowadays. Presented here are some recommendations on choosing the ideal autoresponder for your business

Selecting the ideal autoresponder requires time as you will discover several selections in the marketplace with diverse varieties, costs and capabilities. It is actually essential to think about your needs and spending budget when choosing an autoresponder. By far the most vital challenges to think about are outlined beneath.

How many varieties of autoresponder are offered in the marketplace now? What are your needs and the capabilities you required? Which is the top autoresponder after comparing their capabilities and costs?

How can an autoresponder enable your company?

An autoresponder is just a program or script that sends out an automatic reply to whatever email it received. Many people have received messages like: I am not in office this week, or I am on leave these days. They are autoresponder messages supplied free of charge by web hosts. The problem with this sort of autoresponder is it only sends out a single email reply. This isn’t sufficient to preserve the follow-up with our visitors. This bring us for the subsequent variety of autoresponder below.

Sequential autoresponder software

A program or script that’s designed to collect emails and then send out a series of messages for the consumers at typical intervals is called a sequential autoresponder. A sequential autoresponder can remind visitors to return for extra. Some professional internet marketers say it requires at least seven contacts to close a sale. Many people refer to a “sequential autoresponder” as an “autoresponder”. So the term “autoresponder” applied herein refers to a “sequential autoresponder”.

Email autoresponder Functions

An email autoresponder software is really a program or script that sends out sequential messages at pre-determined intervals. You can capture a visitor’s name and email address working with a type added for your web-site. An autoresponder makes it possible for you to import email addresses from your mailing lists. You can send out pre-written messages by way of emails for your list of subscribers on a predefined intervals. You can use an autoresponder to send out newsletters at typical intervals or specific broadcasts as and once you like.

Email autoresponder variety review:

This review covers two major forms of email autoresponder software namely, cloud-based and self-hosted autoresponders.

Review of Cloud-based autoresponder:

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